laporan laminat klasik
DESCRIPTION
LabtekTRANSCRIPT
Gilang Permata Khusuma13708050
Teknik Material
BAB I.
PENDAHULUAN
1. Latar Belakang
Komposit matriks polimer (PMC) merupakan material komposit yang sering
dipakai. Serat yang banyak dipakai adalah serat karbon dan gelas, sedangkan
untuk matriks adalah jenis termoset. Material komposit memiliki sifat “tailor
made” yang dapat dimanfaatkan untuk membuat sifat yang mendekati isotrop
hingga sangat tidak isotrop sesuai dengan beban yang akan bekerja pada suatu
konstruksi. Maka digunakanlah metode yang dapat menganalisa material
komposit agar diperoleh kontruksi yang sesuai dengan kebutuhan.
2. Tujuan
1. Menentukan parameter metode teori laminat klasik.
2. Menentukan nilai konstanta teknik, stress, strain, dan safety factor berdasarkan
teori laminat klasik.
Gilang Permata Khusuma13708050
Teknik Material
BAB II.
TEORI DASAR
1. Komposit
Material komposit merupakan gabungan secara makroskopis dari dua jenis
material atau lebih. Komponen pembentuk material komposit berupa matriks dan
penguat (reinforcement) yang biasanya tersiri dari serat. Keunggulan material
komposit yaitu memiliki sifat mekanik spesifik yang tinggi dan arah orientasi
penguat yang dapat diatur sesuai arah pembebanan sehingga diperoleh konstruksi
yang diinginkan. Berdasarkan jenis penguatnya klasifikasi dapat dibagi menjadi
tiga: particle reinforced composites; fiber reinforced composites; dan structural
reinforced composites.
Fokus dari percobaan kali ini adalah kompist yang terbentuk dari laminat yang
berasal dari lamina. Lamina adalah satu lapis pelat datar/lengkung dari
unidirectional fiber atau woven fabrics dalam matrix dengan tebal umumnya
0,125 inch. Sedangkan laminat adalah pelat yang terdiri dari dua atau lebih lamina
yang disusun dengan berbagai orientasi yang berbeda.
Penyusunan lamina digolongkan dalam empat jenis:
1. Laminat simetris adalah laminat yang memiliki karakteristik setiap lapis
memiliki cerminan pada jarak yang sama dari midplane terhadap midplane
dan tidak ada coupling antara gaya-gaya normal dan momen tekuk dengan
deformasi normal/geser.
2. Laminat asimetris adalah laminat yang memiliki layer-layer yang disusun
dengan orientasi bolak-balik, masing-masing +q dan –q dari arah
Gilang Permata Khusuma13708050
Teknik Material
prinsipalnya.sehingga memiliki coupling, salah satunya berbentuk pre-
twisting.
3. Laminat antisimetris adalah laminat yang memiliki susunan orientasi
berkebalikan terhadap midplane.
4. Laminat cross-ply adalah laminat yang disusun berselang-seling antara
laminanya. Sebagai contoh urutan 0/90/90/0 untuk laminat simetris atau
0/90/0/90 untuk laminat tidak simetris.
2. GENLAM
GENLAM merupakan perangkat lunak yang digunakan untuk memodelkan
laminat jika diberikan pembebanan, baik mekanik maupun higrotermal.
Pemodelan GENLAM menggunakan parameter-parameter seperti jenis material
dari lamina, jumlah tumpukan lamina, maupun orientasi dari susunan lamina.
Sehingga diketahui kondisi kegagalan yang dapat terjadi. Ditunjukan dengan:
[N i
M i]=[A ij Bij
Bij Dij ]⋅[ε j0
κ j]
N : beban-beban yang bekerja pada bidang (in-plane loads) di arah 1, 2 atau 6.
M : momen akibat bending atau puntir (bending or torsional moments)
0 : regangan pada bidang (in-plane deformations)K : kelengkungan (curvatures)A : matriks kekakuan bidang (in-plane stiffness matrix) yang
menghubungkan beban dan regangan yang bekerja pada bidang.D : matriks kekakuan bending (flexural stiffness matrix) yang
menghubungkan momen dengan kelengkungan.B : adalah matriks kekakuan kopel (coupling stiffness matrix)
Gilang Permata Khusuma13708050
Teknik Material
BAB III.
DATA PERCOBAAN DAN PENGOLAHAN DATA
1. Sifat-Sifat Elastitas
a. Material AS-3501 (02,902)s dengan AS-3501 (0,90)2s
AS-3501 (02,902)s
INPLANE CONSTANTS
-----------------
E1o = 73.8130 E2o = 73.8130 E6o = 7.1000 [GPa]
alp1o = 1.8715 alp2o = 1.8715 alp6o = 0.0000 1/[C]*1E6
bet1o = 0.0336 bet2o = 0.0336 bet6o = 0.0000 [kg/kg]
nu21o = 0.0366 nu61o = 0.0000 nu62o = 0.0000
nu12o = 0.0366 nu16o = 0.0000 nu26o = 0.0000
FLEXURAL CONSTANTS
------------------
E1f = 122.2967 E2f = 25.1778 E6f = 7.1000 [GPa]
nu21f = 0.1071 nu61f = -0.0000 nu62f = 0.0000
nu12f = 0.0221 nu16f = -0.0000 nu26f = 0.0000
AS-3501 (0,90)2s
INPLANE CONSTANTS
-----------------
E1o = 73.8130 E2o = 73.8130 E6o = 7.1000 [GPa]
alp1o = 1.8715 alp2o = 1.8715 alp6o = 0.0000 1/[C]*1E6
bet1o = 0.0336 bet2o = 0.0336 bet6o = 0.0000 [kg/kg]
nu21o = 0.0366 nu61o = 0.0000 nu62o = 0.0000
nu12o = 0.0366 nu16o = 0.0000 nu26o = 0.0000
FLEXURAL CONSTANTS
Gilang Permata Khusuma13708050
Teknik Material
------------------
E1f = 98.1017 E2f = 49.5003 E6f = 7.1000 [GPa]
nu21f = 0.0545 nu61f = -0.0000 nu62f = 0.0000
nu12f = 0.0275 nu16f = -0.0000 nu26f = 0.0000
Pada data In Plane Constant (yang bekerja pada bidang) :
AS-3501 (02,902)s dan AS-3501 (0,90)2s
E1o = 73.8130 E2o = 73.8130 E6o = 7.1000 [GPa]
Pada data Out Plane Constant (yang bekerja diluar bidang) :
AS-3501 (02,902)s
E1f = 122.2967 E2f = 25.1778 E6f = 7.1000 [GPa]
AS-3501 (0,90)2s
E1f = 98.1017 E2f = 49.5003 E6f = 7.1000 [GPa]
b. Scotch-ply UD dengan Scotch-ply (0.90)2
Scotch-ply UD
INPLANE CONSTANTS
-----------------
E1o = 38.6000 E2o = 8.2700 E6o = 4.1400 [GPa]
alp1o = 8.6000 alp2o = 22.1000 alp6o = 0.0000 1/[C]*1E6
bet1o = 0.0000 bet2o = 0.6000 bet6o = 0.0000 [kg/kg]
nu21o = 0.2600 nu61o = 0.0000 nu62o = 0.0000
nu12o = 0.0557 nu16o = 0.0000 nu26o = 0.0000
FLEXURAL CONSTANTS
------------------
E1f = 38.6000 E2f = 8.2700 E6f = 4.1400 [GPa]
nu21f = 0.2600 nu61f = 0.0000 nu62f = 0.0000
nu12f = 0.0557 nu16f = 0.0000 nu26f = 0.0000
Gilang Permata Khusuma13708050
Teknik Material
Scotch-ply (0.90)2
INPLANE CONSTANTS
-----------------
E1o = 21.7122 E2o = 21.7122 E6o = 4.1400 [GPa]
alp1o = 11.8197 alp2o = 11.8197 alp6o = 0.0000 1/[C]*1E6
bet1o = 0.1431 bet2o = 0.1431 bet6o = 0.0000 [kg/kg]
nu21o = 0.0918 nu61o = -0.0000 nu62o = 0.0000
nu12o = 0.0918 nu16o = -0.0000 nu26o = 0.0000
FLEXURAL CONSTANTS
------------------
E1f = 21.7122 E2f = 21.7122 E6f = 4.1400 [GPa]
nu21f = 0.0918 nu61f = -0.0000 nu62f = 0.0000
nu12f = 0.0918 nu16f = -0.0000 nu26f = 0.0000
Pada data In Plane Constant (yang bekerja pada bidang) :
Scotch-ply UD
E1o = 38.6000 E2o = 8.2700 E6o = 4.1400 [GPa]]
Scotch-ply (0.90)2
E1o = 21.7122 E2o = 21.7122 E6o = 4.1400 [GPa]
Pada data Out Plane Constant (yang bekerja diluar bidang) :
Scotch-ply UD
E1f = 38.6000 E2f = 8.2700 E6f = 4.1400 [GPa]
Scotch-ply (0.90)2
E1f = 21.7122 E2f = 21.7122 E6f = 4.1400 [GPa]
2. Pembebanan dan Tegangan
1.a. Scotch-ply UD
STRAIN
PLY STRAINS (x 1000)
Gilang Permata Khusuma13708050
Teknik Material
--------------------
Ply No eps-1 eps-2 eps-6 eps-x eps-y eps-s
------- --------- --------- --------- --------- --------- ---------
8 Top -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
8 Bot -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
7 Top -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
7 Bot -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
6 Top -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
6 Bot -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
5 Top -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
5 Bot -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
4 Top -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
4 Bot -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
3 Top -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
3 Bot -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
2 Top -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
2 Bot -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
1 Top -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
1 Bot -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
STRESS
PLY STRESSES IN MPa.
--------------------
Ply No sigma-1 sigma-2 sigma-6 sigma-x sigma-y sigma-s
------- --------- --------- --------- --------- --------- ---------
8 Top -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
8 Bot -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
7 Top -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
7 Bot -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
6 Top -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
6 Bot -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
5 Top -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
5 Bot -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
4 Top -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
4 Bot -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
3 Top -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
3 Bot -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
2 Top -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
2 Bot -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
1 Top -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
1 Bot -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
1.b. Scotch-Ply (0,+45,-45,90,0,+45,-45,90)
Gilang Permata Khusuma13708050
Teknik Material
STRAIN
PLY STRAINS (x 1000)
--------------------
Ply No eps-1 eps-2 eps-6 eps-x eps-y eps-s
------- --------- --------- --------- --------- --------- ---------
8 Top 8.1530E-002 1.6012E-002 2.8088E-002 1.6012E-002 8.1530E-002 -2.8088E-002
8 Bot 7.3340E-002 2.4202E-002 2.1066E-002 2.4202E-002 7.3340E-002 -2.1066E-002
7 Top 7.3340E-002 2.4202E-002 2.1066E-002 3.8238E-002 5.9304E-002 4.9138E-002
7 Bot 6.5150E-002 3.2392E-002 1.4044E-002 4.1749E-002 5.5793E-002 3.2759E-002
6 Top 6.5150E-002 3.2392E-002 1.4044E-002 5.5793E-002 4.1749E-002 -3.2759E-002
6 Bot 5.6961E-002 4.0581E-002 7.0219E-003 5.2282E-002 4.5260E-002 -1.6379E-002
5 Top 5.6961E-002 4.0581E-002 7.0219E-003 5.6961E-002 4.0581E-002 7.0219E-003
5 Bot 4.8771E-002 4.8771E-002 1.6672E-009 4.8771E-002 4.8771E-002 1.6672E-009
4 Top 4.8771E-002 4.8771E-002 1.6672E-009 4.8771E-002 4.8771E-002 -1.6672E-009
4 Bot 4.0581E-002 5.6961E-002 -7.0219E-003 5.6961E-002 4.0581E-002 7.0219E-003
3 Top 4.0581E-002 5.6961E-002 -7.0219E-003 5.2282E-002 4.5260E-002 -1.6379E-002
3 Bot 3.2392E-002 6.5150E-002 -1.4044E-002 5.5793E-002 4.1749E-002 -3.2759E-002
2 Top 3.2392E-002 6.5150E-002 -1.4044E-002 4.1749E-002 5.5793E-002 3.2759E-002
2 Bot 2.4202E-002 7.3340E-002 -2.1066E-002 3.8238E-002 5.9304E-002 4.9138E-002
1 Top 2.4202E-002 7.3340E-002 -2.1066E-002 2.4202E-002 7.3340E-002 -2.1066E-002
1 Bot 1.6012E-002 8.1530E-002 -2.8088E-002 1.6012E-002 8.1530E-002 -2.8088E-002
STRESS
PLY STRESSES IN MPa.
--------------------
Ply No sigma-1 sigma-2 sigma-6 sigma-x sigma-y sigma-s
------- --------- --------- --------- --------- --------- ---------
8 Top -2.1360E+000 -1.2049E+000 1.9942E-001 -1.2049E+000 -2.1360E+000 -1.9942E-001
8 Bot -2.1876E+000 -9.0195E-002 1.4957E-001 -9.0195E-002 -2.1876E+000 -1.4957E-001
7 Top 1.2090E-001 -5.7686E-001 -2.0482E+000 1.8202E+000 -2.2762E+000 3.4888E-001
7 Bot 2.3246E-001 -2.3271E-001 -2.2982E+000 2.2981E+000 -2.2983E+000 2.3259E-001
6 Top 1.1439E+000 6.7872E-001 3.2982E+000 4.2095E+000 -2.3869E+000 -2.3259E-001
6 Bot 7.9974E-001 5.6715E-001 3.0482E+000 3.7317E+000 -2.3648E+000 -1.1629E-001
5 Top 4.3685E+000 -2.3943E+000 4.9855E-002 4.3685E+000 -2.3943E+000 4.9855E-002
5 Bot 3.2538E+000 -2.3426E+000 1.1837E-008 3.2538E+000 -2.3426E+000 1.1837E-008
4 Top -2.3426E+000 3.2538E+000 -2.3279E-007 3.2538E+000 -2.3426E+000 -1.1837E-008
4 Bot -2.3943E+000 4.3685E+000 -4.9856E-002 4.3685E+000 -2.3943E+000 4.9855E-002
3 Top 5.6715E-001 7.9974E-001 -3.0482E+000 3.7317E+000 -2.3648E+000 -1.1629E-001
3 Bot 6.7872E-001 1.1439E+000 -3.2982E+000 4.2095E+000 -2.3869E+000 -2.3259E-001
2 Top -2.3271E-001 2.3246E-001 2.2982E+000 2.2981E+000 -2.2983E+000 2.3259E-001
2 Bot -5.7686E-001 1.2090E-001 2.0482E+000 1.8202E+000 -2.2762E+000 3.4888E-001
1 Top -9.0194E-002 -2.1876E+000 -1.4957E-001 -9.0194E-002 -2.1876E+000 -1.4957E-001
1 Bot -1.2049E+000 -2.1360E+000 -1.9942E-001 -1.2049E+000 -2.1360E+000 -1.9942E-001
Gilang Permata Khusuma13708050
Teknik Material
1.c. IM6 Epoxy (0,+45,-45,90,0,+45,-45,90)
STRAIN
PLY STRAINS (x 1000)
--------------------
Ply No eps-1 eps-2 eps-6 eps-x eps-y eps-s
------- --------- --------- --------- --------- --------- ---------
8 Top -1.6204E-001 5.8633E-002 -9.6597E-002 5.8633E-002 -1.6204E-001 9.6597E-002
8 Bot -1.3446E-001 3.1048E-002 -7.2448E-002 3.1048E-002 -1.3446E-001 7.2448E-002
7 Top -1.3446E-001 3.1048E-002 -7.2448E-002 -1.5482E-002 -8.7930E-002 -1.6551E-001
7 Bot -1.0688E-001 3.4635E-003 -4.8299E-002 -2.7557E-002 -7.5855E-002 -1.1034E-001
6 Top -1.0688E-001 3.4635E-003 -4.8299E-002 -7.5855E-002 -2.7557E-002 1.1034E-001
6 Bot -7.9291E-002 -2.4121E-002 -2.4149E-002 -6.3781E-002 -3.9631E-002 5.5169E-002
5 Top -7.9291E-002 -2.4121E-002 -2.4149E-002 -7.9291E-002 -2.4121E-002 -2.4149E-002
5 Bot -5.1706E-002 -5.1706E-002 -4.1082E-009 -5.1706E-002 -5.1706E-002 -4.1082E-009
4 Top -5.1706E-002 -5.1706E-002 -4.1082E-009 -5.1706E-002 -5.1706E-002 4.1082E-009
4 Bot -2.4121E-002 -7.9291E-002 2.4149E-002 -7.9291E-002 -2.4121E-002 -2.4149E-002
3 Top -2.4121E-002 -7.9291E-002 2.4149E-002 -6.3781E-002 -3.9631E-002 5.5169E-002
3 Bot 3.4634E-003 -1.0688E-001 4.8299E-002 -7.5855E-002 -2.7557E-002 1.1034E-001
2 Top 3.4634E-003 -1.0688E-001 4.8299E-002 -2.7557E-002 -7.5855E-002 -1.1034E-001
2 Bot 3.1048E-002 -1.3446E-001 7.2448E-002 -1.5482E-002 -8.7930E-002 -1.6551E-001
1 Top 3.1048E-002 -1.3446E-001 7.2448E-002 3.1048E-002 -1.3446E-001 7.2448E-002
1 Bot 5.8633E-002 -1.6204E-001 9.6597E-002 5.8633E-002 -1.6204E-001 9.6597E-002
STRESS
PLY STRESSES IN MPa.
--------------------
Ply No sigma-1 sigma-2 sigma-6 sigma-x sigma-y sigma-s
------- --------- --------- --------- --------- --------- ---------
8 Top 1.0332E+001 6.3783E+000 -8.1142E-001 6.3783E+000 1.0332E+001 8.1142E-001
8 Bot 1.0543E+001 8.4617E-001 -6.0856E-001 8.4617E-001 1.0543E+001 6.0856E-001
7 Top -1.8309E-001 2.5974E+000 9.6926E+000 -8.4854E+000 1.0900E+001 -1.3903E+000
7 Bot -8.8420E-001 9.6949E-001 1.0950E+001 -1.0907E+001 1.0992E+001 -9.2684E-001
6 Top -5.5424E+000 -3.6887E+000 -1.5978E+001 -2.0593E+001 1.1362E+001 9.2684E-001
6 Bot -3.9144E+000 -2.9876E+000 -1.4721E+001 -1.8172E+001 1.1270E+001 4.6342E-001
5 Top -2.1282E+001 1.1388E+001 -2.0285E-001 -2.1282E+001 1.1388E+001 -2.0285E-001
5 Bot -1.5750E+001 1.1177E+001 -3.4509E-008 -1.5750E+001 1.1177E+001 -3.4509E-008
4 Top 1.1177E+001 -1.5750E+001 1.1425E-006 -1.5750E+001 1.1177E+001 3.4509E-008
4 Bot 1.1388E+001 -2.1282E+001 2.0286E-001 -2.1282E+001 1.1388E+001 -2.0285E-001
3 Top -2.9876E+000 -3.9144E+000 1.4721E+001 -1.8172E+001 1.1270E+001 4.6342E-001
3 Bot -3.6887E+000 -5.5424E+000 1.5978E+001 -2.0593E+001 1.1362E+001 9.2685E-001
2 Top 9.6949E-001 -8.8421E-001 -1.0950E+001 -1.0907E+001 1.0992E+001 -9.2685E-001
Gilang Permata Khusuma13708050
Teknik Material
2 Bot 2.5974E+000 -1.8309E-001 -9.6926E+000 -8.4854E+000 1.0900E+001 -1.3903E+000
1 Top 8.4616E-001 1.0543E+001 6.0856E-001 8.4616E-001 1.0543E+001 6.0856E-001
1 Bot 6.3782E+000 1.0332E+001 8.1142E-001 6.3782E+000 1.0332E+001 8.1142E-001
2.a. Tarik Biaxial 10N/mm
STRAIN
PLY STRAINS (x 1000)
--------------------
Ply No eps-1 eps-2 eps-6 eps-x eps-y eps-s
------- --------- --------- --------- --------- --------- ---------
8 Top 9.2564E-002 2.9556E-001 0.0000E+000 9.2564E-002 2.9556E-001 0.0000E+000
8 Bot 9.2564E-002 2.9556E-001 0.0000E+000 9.2564E-002 2.9556E-001 0.0000E+000
7 Top 9.2564E-002 2.9556E-001 0.0000E+000 9.2564E-002 2.9556E-001 0.0000E+000
7 Bot 9.2564E-002 2.9556E-001 0.0000E+000 9.2564E-002 2.9556E-001 0.0000E+000
6 Top 9.2564E-002 2.9556E-001 0.0000E+000 9.2564E-002 2.9556E-001 0.0000E+000
6 Bot 9.2564E-002 2.9556E-001 0.0000E+000 9.2564E-002 2.9556E-001 0.0000E+000
5 Top 9.2564E-002 2.9556E-001 0.0000E+000 9.2564E-002 2.9556E-001 0.0000E+000
5 Bot 9.2564E-002 2.9556E-001 0.0000E+000 9.2564E-002 2.9556E-001 0.0000E+000
4 Top 9.2564E-002 2.9556E-001 0.0000E+000 9.2564E-002 2.9556E-001 0.0000E+000
4 Bot 9.2564E-002 2.9556E-001 0.0000E+000 9.2564E-002 2.9556E-001 0.0000E+000
3 Top 9.2564E-002 2.9556E-001 0.0000E+000 9.2564E-002 2.9556E-001 0.0000E+000
3 Bot 9.2564E-002 2.9556E-001 0.0000E+000 9.2564E-002 2.9556E-001 0.0000E+000
2 Top 9.2564E-002 2.9556E-001 0.0000E+000 9.2564E-002 2.9556E-001 0.0000E+000
2 Bot 9.2564E-002 2.9556E-001 0.0000E+000 9.2564E-002 2.9556E-001 0.0000E+000
1 Top 9.2564E-002 2.9556E-001 0.0000E+000 9.2564E-002 2.9556E-001 0.0000E+000
1 Bot 9.2564E-002 2.9556E-001 0.0000E+000 9.2564E-002 2.9556E-001 0.0000E+000
STRESS
PLY STRESSES IN MPa.
--------------------
Ply No sigma-1 sigma-2 sigma-6 sigma-x sigma-y sigma-s
------- --------- --------- --------- --------- --------- ---------
8 Top 1.0000E+001 -5.5998E-007 0.0000E+000 1.0000E+001 -5.5998E-007 0.0000E+000
8 Bot 1.0000E+001 -5.5998E-007 0.0000E+000 1.0000E+001 -5.5998E-007 0.0000E+000
7 Top 1.0000E+001 -5.5998E-007 0.0000E+000 1.0000E+001 -5.5998E-007 0.0000E+000
7 Bot 1.0000E+001 -2.9768E-007 0.0000E+000 1.0000E+001 -2.9768E-007 0.0000E+000
6 Top 1.0000E+001 -2.9768E-007 0.0000E+000 1.0000E+001 -2.9768E-007 0.0000E+000
6 Bot 1.0000E+001 -2.9768E-007 0.0000E+000 1.0000E+001 -2.9768E-007 0.0000E+000
5 Top 1.0000E+001 -2.9768E-007 0.0000E+000 1.0000E+001 -2.9768E-007 0.0000E+000
5 Bot 1.0000E+001 -2.9768E-007 0.0000E+000 1.0000E+001 -2.9768E-007 0.0000E+000
4 Top 1.0000E+001 -2.9768E-007 0.0000E+000 1.0000E+001 -2.9768E-007 0.0000E+000
4 Bot 1.0000E+001 -2.9768E-007 0.0000E+000 1.0000E+001 -2.9768E-007 0.0000E+000
3 Top 1.0000E+001 -2.9768E-007 0.0000E+000 1.0000E+001 -2.9768E-007 0.0000E+000
3 Bot 1.0000E+001 -2.9768E-007 0.0000E+000 1.0000E+001 -2.9768E-007 0.0000E+000
Gilang Permata Khusuma13708050
Teknik Material
2 Top 1.0000E+001 -2.9768E-007 0.0000E+000 1.0000E+001 -2.9768E-007 0.0000E+000
2 Bot 1.0000E+001 -3.5373E-008 0.0000E+000 1.0000E+001 -3.5373E-008 0.0000E+000
1 Top 1.0000E+001 -3.5373E-008 0.0000E+000 1.0000E+001 -3.5373E-008 0.0000E+000
1 Bot 1.0000E+001 -3.5373E-008 0.0000E+000 1.0000E+001 -3.5373E-008 0.0000E+000
2.b. Geser 10N/mm
STRAIN
PLY STRAINS (x 1000)
-------------------
Ply No eps-1 eps-2 eps-6 eps-x eps-y eps-s
------- --------- --------- --------- --------- --------- ---------
8 Top -1.6391E-003 1.4334E+000 0.0000E+000 -1.6391E-003 1.4334E+000 0.0000E+000
8 Bot -1.6391E-003 1.4334E+000 0.0000E+000 -1.6391E-003 1.4334E+000 0.0000E+000
7 Top -1.6391E-003 1.4334E+000 0.0000E+000 -1.6391E-003 1.4334E+000 0.0000E+000
7 Bot -1.6391E-003 1.4334E+000 0.0000E+000 -1.6391E-003 1.4334E+000 0.0000E+000
6 Top -1.6391E-003 1.4334E+000 0.0000E+000 -1.6391E-003 1.4334E+000 0.0000E+000
6 Bot -1.6391E-003 1.4334E+000 0.0000E+000 -1.6391E-003 1.4334E+000 0.0000E+000
5 Top -1.6391E-003 1.4334E+000 0.0000E+000 -1.6391E-003 1.4334E+000 0.0000E+000
5 Bot -1.6391E-003 1.4334E+000 0.0000E+000 -1.6391E-003 1.4334E+000 0.0000E+000
4 Top -1.6391E-003 1.4334E+000 0.0000E+000 -1.6391E-003 1.4334E+000 0.0000E+000
4 Bot -1.6391E-003 1.4334E+000 0.0000E+000 -1.6391E-003 1.4334E+000 0.0000E+000
3 Top -1.6391E-003 1.4334E+000 0.0000E+000 -1.6391E-003 1.4334E+000 0.0000E+000
3 Bot -1.6391E-003 1.4334E+000 0.0000E+000 -1.6391E-003 1.4334E+000 0.0000E+000
2 Top -1.6391E-003 1.4334E+000 0.0000E+000 -1.6391E-003 1.4334E+000 0.0000E+000
2 Bot -1.6391E-003 1.4334E+000 0.0000E+000 -1.6391E-003 1.4334E+000 0.0000E+000
1 Top -1.6391E-003 1.4334E+000 0.0000E+000 -1.6391E-003 1.4334E+000 0.0000E+000
1 Bot -1.6391E-003 1.4334E+000 0.0000E+000 -1.6391E-003 1.4334E+000 0.0000E+000
STRESS
PLY STRESSES IN MPa.
--------------------
Ply No sigma-1 sigma-2 sigma-6 sigma-x sigma-y sigma-s
------- --------- --------- --------- --------- --------- ---------
8 Top 9.9184E-008 1.0000E+001 0.0000E+000 9.9184E-008 1.0000E+001 0.0000E+000
8 Bot 9.9184E-008 1.0000E+001 0.0000E+000 9.9184E-008 1.0000E+001 0.0000E+000
7 Top 9.9184E-008 1.0000E+001 0.0000E+000 9.9184E-008 1.0000E+001 0.0000E+000
7 Bot 9.9184E-008 1.0000E+001 0.0000E+000 9.9184E-008 1.0000E+001 0.0000E+000
6 Top 9.9184E-008 1.0000E+001 0.0000E+000 9.9184E-008 1.0000E+001 0.0000E+000
6 Bot -1.5082E-007 1.0000E+001 0.0000E+000 -1.5082E-007 1.0000E+001 0.0000E+000
5 Top -1.5082E-007 1.0000E+001 0.0000E+000 -1.5082E-007 1.0000E+001 0.0000E+000
5 Bot -1.5082E-007 1.0000E+001 0.0000E+000 -1.5082E-007 1.0000E+001 0.0000E+000
4 Top -1.5082E-007 1.0000E+001 0.0000E+000 -1.5082E-007 1.0000E+001 0.0000E+000
4 Bot -1.5082E-007 1.0000E+001 0.0000E+000 -1.5082E-007 1.0000E+001 0.0000E+000
3 Top -1.5082E-007 1.0000E+001 0.0000E+000 -1.5082E-007 1.0000E+001 0.0000E+000
Gilang Permata Khusuma13708050
Teknik Material
3 Bot -4.0082E-007 1.0000E+001 0.0000E+000 -4.0082E-007 1.0000E+001 0.0000E+000
2 Top -4.0082E-007 1.0000E+001 0.0000E+000 -4.0082E-007 1.0000E+001 0.0000E+000
2 Bot -4.0082E-007 1.0000E+001 0.0000E+000 -4.0082E-007 1.0000E+001 0.0000E+000
1 Top -4.0082E-007 1.0000E+001 0.0000E+000 -4.0082E-007 1.0000E+001 0.0000E+000
1 Bot -4.0082E-007 1.0000E+001 0.0000E+000 -4.0082E-007 1.0000E+001 0.0000E+000
2.c. Momen Bending 10N
STRAIN
PLY STRAINS (x 1000)
-------------------
Ply No eps-1 eps-2 eps-6 eps-x eps-y eps-s
------- --------- --------- --------- --------- --------- ---------
8 Top 4.5488E-001 1.8687E-001 0.0000E+000 4.5488E-001 1.8687E-001 0.0000E+000
8 Bot 3.4619E-001 2.1947E-001 0.0000E+000 3.4619E-001 2.1947E-001 0.0000E+000
7 Top 3.4619E-001 2.1947E-001 0.0000E+000 3.4619E-001 2.1947E-001 0.0000E+000
7 Bot 2.3749E-001 2.5208E-001 0.0000E+000 2.3749E-001 2.5208E-001 0.0000E+000
6 Top 2.3749E-001 2.5208E-001 0.0000E+000 2.3749E-001 2.5208E-001 0.0000E+000
6 Bot 1.2880E-001 2.8469E-001 0.0000E+000 1.2880E-001 2.8469E-001 0.0000E+000
5 Top 1.2880E-001 2.8469E-001 0.0000E+000 1.2880E-001 2.8469E-001 0.0000E+000
5 Bot 2.0100E-002 3.1730E-001 0.0000E+000 2.0100E-002 3.1730E-001 0.0000E+000
4 Top 2.0100E-002 3.1730E-001 0.0000E+000 2.0100E-002 3.1730E-001 0.0000E+000
4 Bot -8.8596E-002 3.4991E-001 0.0000E+000 -8.8596E-002 3.4991E-001 0.0000E+000
3 Top -8.8596E-002 3.4991E-001 0.0000E+000 -8.8596E-002 3.4991E-001 0.0000E+000
3 Bot -1.9729E-001 3.8252E-001 0.0000E+000 -1.9729E-001 3.8252E-001 0.0000E+000
2 Top -1.9729E-001 3.8252E-001 0.0000E+000 -1.9729E-001 3.8252E-001 0.0000E+000
2 Bot -3.0599E-001 4.1513E-001 0.0000E+000 -3.0599E-001 4.1513E-001 0.0000E+000
1 Top -3.0599E-001 4.1513E-001 0.0000E+000 -3.0599E-001 4.1513E-001 0.0000E+000
1 Bot -4.1468E-001 4.4773E-001 0.0000E+000 -4.1468E-001 4.4773E-001 0.0000E+000
STRESS
PLY STRESSES IN MPa.
--------------------
Ply No sigma-1 sigma-2 sigma-6 sigma-x sigma-y sigma-s
------- --------- --------- --------- --------- --------- ---------
8 Top 6.0000E+001 -5.6214E-007 0.0000E+000 6.0000E+001 -5.6214E-007 0.0000E+000
8 Bot 4.5000E+001 -4.9179E-007 0.0000E+000 4.5000E+001 -4.9179E-007 0.0000E+000
7 Top 4.5000E+001 -4.9179E-007 0.0000E+000 4.5000E+001 -4.9179E-007 0.0000E+000
7 Bot 3.0000E+001 -3.5280E-007 0.0000E+000 3.0000E+001 -3.5280E-007 0.0000E+000
6 Top 3.0000E+001 -3.5280E-007 0.0000E+000 3.0000E+001 -3.5280E-007 0.0000E+000
6 Bot 1.5000E+001 -4.3870E-007 0.0000E+000 1.5000E+001 -4.3870E-007 0.0000E+000
5 Top 1.5000E+001 -4.3870E-007 0.0000E+000 1.5000E+001 -4.3870E-007 0.0000E+000
5 Bot 3.2038E-006 -1.9837E-007 0.0000E+000 3.2038E-006 -1.9837E-007 0.0000E+000
4 Top 3.2038E-006 -1.9837E-007 0.0000E+000 3.2038E-006 -1.9837E-007 0.0000E+000
4 Bot -1.5000E+001 -2.2321E-007 0.0000E+000 -1.5000E+001 -2.2321E-007 0.0000E+000
Gilang Permata Khusuma13708050
Teknik Material
3 Top -1.5000E+001 -2.2321E-007 0.0000E+000 -1.5000E+001 -2.2321E-007 0.0000E+000
3 Bot -3.0000E+001 1.5690E-008 0.0000E+000 -3.0000E+001 1.5690E-008 0.0000E+000
2 Top -3.0000E+001 1.5690E-008 0.0000E+000 -3.0000E+001 1.5690E-008 0.0000E+000
2 Bot -4.5000E+001 -3.8965E-008 0.0000E+000 -4.5000E+001 -3.8965E-008 0.0000E+000
1 Top -4.5000E+001 -3.8965E-008 0.0000E+000 -4.5000E+001 -3.8965E-008 0.0000E+000
1 Bot -6.0000E+001 1.6868E-007 0.0000E+000 -6.0000E+001 1.6868E-007 0.0000E+000
2.d. Momen Torsi 5N
STRAIN
PLY STRAINS (x 1000)
-------------------
Ply No eps-1 eps-2 eps-6 eps-x eps-y eps-s
------- --------- --------- --------- --------- --------- ---------
8 Top 2.0100E-002 3.1730E-001 4.2254E+000 2.0100E-002 3.1730E-001 4.2254E+000
8 Bot 2.0100E-002 3.1730E-001 3.1690E+000 2.0100E-002 3.1730E-001 3.1690E+000
7 Top 2.0100E-002 3.1730E-001 3.1690E+000 2.0100E-002 3.1730E-001 3.1690E+000
7 Bot 2.0100E-002 3.1730E-001 2.1127E+000 2.0100E-002 3.1730E-001 2.1127E+000
6 Top 2.0100E-002 3.1730E-001 2.1127E+000 2.0100E-002 3.1730E-001 2.1127E+000
6 Bot 2.0100E-002 3.1730E-001 1.0563E+000 2.0100E-002 3.1730E-001 1.0563E+000
5 Top 2.0100E-002 3.1730E-001 1.0563E+000 2.0100E-002 3.1730E-001 1.0563E+000
5 Bot 2.0100E-002 3.1730E-001 2.0404E-007 2.0100E-002 3.1730E-001 2.0404E-007
4 Top 2.0100E-002 3.1730E-001 2.0404E-007 2.0100E-002 3.1730E-001 2.0404E-007
4 Bot 2.0100E-002 3.1730E-001 -1.0563E+000 2.0100E-002 3.1730E-001 -1.0563E+000
3 Top 2.0100E-002 3.1730E-001 -1.0563E+000 2.0100E-002 3.1730E-001 -1.0563E+000
3 Bot 2.0100E-002 3.1730E-001 -2.1127E+000 2.0100E-002 3.1730E-001 -2.1127E+000
2 Top 2.0100E-002 3.1730E-001 -2.1127E+000 2.0100E-002 3.1730E-001 -2.1127E+000
2 Bot 2.0100E-002 3.1730E-001 -3.1690E+000 2.0100E-002 3.1730E-001 -3.1690E+000
1 Top 2.0100E-002 3.1730E-001 -3.1690E+000 2.0100E-002 3.1730E-001 -3.1690E+000
1 Bot 2.0100E-002 3.1730E-001 -4.2254E+000 2.0100E-002 3.1730E-001 -4.2254E+000
STRESS
PLY STRESSES IN MPa.
--------------------
Ply No sigma-1 sigma-2 sigma-6 sigma-x sigma-y sigma-s
------- --------- --------- --------- --------- --------- ---------
8 Top -1.5738E-007 -5.2461E-007 3.0000E+001 -1.5738E-007 -5.2461E-007 3.0000E+001
8 Bot -1.5738E-007 -5.2461E-007 2.2500E+001 -1.5738E-007 -5.2461E-007 2.2500E+001
7 Top -1.5738E-007 -5.2461E-007 2.2500E+001 -1.5738E-007 -5.2461E-007 2.2500E+001
7 Bot -7.8691E-008 -2.6230E-007 1.5000E+001 -7.8691E-008 -2.6230E-007 1.5000E+001
6 Top -7.8691E-008 -2.6230E-007 1.5000E+001 -7.8691E-008 -2.6230E-007 1.5000E+001
6 Bot -7.8691E-008 -2.6230E-007 7.5000E+000 -7.8691E-008 -2.6230E-007 7.5000E+000
5 Top -7.8691E-008 -2.6230E-007 7.5000E+000 -7.8691E-008 -2.6230E-007 7.5000E+000
5 Bot -7.8691E-008 -2.6230E-007 1.4487E-006 -7.8691E-008 -2.6230E-007 1.4487E-006
4 Top -7.8691E-008 -2.6230E-007 1.4487E-006 -7.8691E-008 -2.6230E-007 1.4487E-006
Gilang Permata Khusuma13708050
Teknik Material
4 Bot -7.8691E-008 -2.6230E-007 -7.5000E+000 -7.8691E-008 -2.6230E-007 -7.5000E+000
3 Top -7.8691E-008 -2.6230E-007 -7.5000E+000 -7.8691E-008 -2.6230E-007 -7.5000E+000
3 Bot -7.8691E-008 -2.6230E-007 -1.5000E+001 -7.8691E-008 -2.6230E-007 -1.5000E+001
2 Top -7.8691E-008 -2.6230E-007 -1.5000E+001 -7.8691E-008 -2.6230E-007 -1.5000E+001
2 Bot 0.0000E+000 0.0000E+000 -2.2500E+001 0.0000E+000 0.0000E+000 -2.2500E+001
1 Top 0.0000E+000 0.0000E+000 -2.2500E+001 0.0000E+000 0.0000E+000 -2.2500E+001
1 Bot 0.0000E+000 0.0000E+000 -3.0000E+001 0.0000E+000 0.0000E+000 -3.0000E+001
3.a. Scotch-ply UD
STRAIN
PLY STRAINS (x 1000)
--------------------
Ply No eps-1 eps-2 eps-6 eps-x eps-y eps-s
------- --------- --------- --------- --------- --------- ---------
8 Top -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
8 Bot -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
7 Top -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
7 Bot -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
6 Top -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
6 Bot -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
5 Top -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
5 Bot -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
4 Top -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
4 Bot -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
3 Top -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
3 Bot -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
2 Top -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
2 Bot -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
1 Top -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
1 Bot -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
STRESS
PLY STRESSES IN MPa.
--------------------
Ply No sigma-1 sigma-2 sigma-6 sigma-x sigma-y sigma-s
------- --------- --------- --------- --------- --------- ---------
8 Top -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
8 Bot -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
7 Top -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
7 Bot -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
6 Top -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
6 Bot -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
5 Top -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
5 Bot -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
Gilang Permata Khusuma13708050
Teknik Material
4 Top -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
4 Bot -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
3 Top -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
3 Bot -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
2 Top -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
2 Bot -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
1 Top -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
1 Bot -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
Tegangan Tarik Biaxial 10N/mm
STRAIN
PLY STRAINS (x 1000)
--------------------
Ply No eps-1 eps-2 eps-6 eps-x eps-y eps-s
------- --------- --------- --------- --------- --------- ---------
8 Top 9.2564E-002 2.9556E-001 0.0000E+000 9.2564E-002 2.9556E-001 0.0000E+000
8 Bot 9.2564E-002 2.9556E-001 0.0000E+000 9.2564E-002 2.9556E-001 0.0000E+000
7 Top 9.2564E-002 2.9556E-001 0.0000E+000 9.2564E-002 2.9556E-001 0.0000E+000
7 Bot 9.2564E-002 2.9556E-001 0.0000E+000 9.2564E-002 2.9556E-001 0.0000E+000
6 Top 9.2564E-002 2.9556E-001 0.0000E+000 9.2564E-002 2.9556E-001 0.0000E+000
6 Bot 9.2564E-002 2.9556E-001 0.0000E+000 9.2564E-002 2.9556E-001 0.0000E+000
5 Top 9.2564E-002 2.9556E-001 0.0000E+000 9.2564E-002 2.9556E-001 0.0000E+000
5 Bot 9.2564E-002 2.9556E-001 0.0000E+000 9.2564E-002 2.9556E-001 0.0000E+000
4 Top 9.2564E-002 2.9556E-001 0.0000E+000 9.2564E-002 2.9556E-001 0.0000E+000
4 Bot 9.2564E-002 2.9556E-001 0.0000E+000 9.2564E-002 2.9556E-001 0.0000E+000
3 Top 9.2564E-002 2.9556E-001 0.0000E+000 9.2564E-002 2.9556E-001 0.0000E+000
3 Bot 9.2564E-002 2.9556E-001 0.0000E+000 9.2564E-002 2.9556E-001 0.0000E+000
2 Top 9.2564E-002 2.9556E-001 0.0000E+000 9.2564E-002 2.9556E-001 0.0000E+000
2 Bot 9.2564E-002 2.9556E-001 0.0000E+000 9.2564E-002 2.9556E-001 0.0000E+000
1 Top 9.2564E-002 2.9556E-001 0.0000E+000 9.2564E-002 2.9556E-001 0.0000E+000
1 Bot 9.2564E-002 2.9556E-001 0.0000E+000 9.2564E-002 2.9556E-001 0.0000E+000
STRESS
PLY STRESSES IN MPa.
--------------------
Ply No sigma-1 sigma-2 sigma-6 sigma-x sigma-y sigma-s
------- --------- --------- --------- --------- --------- ---------
8 Top -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
8 Bot -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
7 Top -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
7 Bot -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
6 Top -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
6 Bot -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
5 Top -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
Gilang Permata Khusuma13708050
Teknik Material
5 Bot -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
4 Top -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
4 Bot -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
3 Top -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
3 Bot -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
2 Top -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
2 Bot -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
1 Top -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
1 Bot -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
3.b. Scotch-Ply (0,+45,-45,90,0,+45,-45,90)
STRAIN
PLY STRAINS (x 1000)
--------------------
Ply No eps-1 eps-2 eps-6 eps-x eps-y eps-s
------- --------- --------- --------- --------- --------- ---------
8 Top 8.1530E-002 1.6012E-002 2.8088E-002 1.6012E-002 8.1530E-002 -2.8088E-002
8 Bot 7.3340E-002 2.4202E-002 2.1066E-002 2.4202E-002 7.3340E-002 -2.1066E-002
7 Top 7.3340E-002 2.4202E-002 2.1066E-002 3.8238E-002 5.9304E-002 4.9138E-002
7 Bot 6.5150E-002 3.2392E-002 1.4044E-002 4.1749E-002 5.5793E-002 3.2759E-002
6 Top 6.5150E-002 3.2392E-002 1.4044E-002 5.5793E-002 4.1749E-002 -3.2759E-002
6 Bot 5.6961E-002 4.0581E-002 7.0219E-003 5.2282E-002 4.5260E-002 -1.6379E-002
5 Top 5.6961E-002 4.0581E-002 7.0219E-003 5.6961E-002 4.0581E-002 7.0219E-003
5 Bot 4.8771E-002 4.8771E-002 1.6672E-009 4.8771E-002 4.8771E-002 1.6672E-009
4 Top 4.8771E-002 4.8771E-002 1.6672E-009 4.8771E-002 4.8771E-002 -1.6672E-009
4 Bot 4.0581E-002 5.6961E-002 -7.0219E-003 5.6961E-002 4.0581E-002 7.0219E-003
3 Top 4.0581E-002 5.6961E-002 -7.0219E-003 5.2282E-002 4.5260E-002 -1.6379E-002
3 Bot 3.2392E-002 6.5150E-002 -1.4044E-002 5.5793E-002 4.1749E-002 -3.2759E-002
2 Top 3.2392E-002 6.5150E-002 -1.4044E-002 4.1749E-002 5.5793E-002 3.2759E-002
2 Bot 2.4202E-002 7.3340E-002 -2.1066E-002 3.8238E-002 5.9304E-002 4.9138E-002
1 Top 2.4202E-002 7.3340E-002 -2.1066E-002 2.4202E-002 7.3340E-002 -2.1066E-002
1 Bot 1.6012E-002 8.1530E-002 -2.8088E-002 1.6012E-002 8.1530E-002 -2.8088E-002
STRESS
PLY STRESSES IN MPa.
--------------------
Ply No sigma-1 sigma-2 sigma-6 sigma-x sigma-y sigma-s
------- --------- --------- --------- --------- --------- ---------
8 Top -2.1360E+000 -1.2049E+000 1.9942E-001 -1.2049E+000 -2.1360E+000 -1.9942E-001
8 Bot -2.1876E+000 -9.0195E-002 1.4957E-001 -9.0195E-002 -2.1876E+000 -1.4957E-001
7 Top 1.2090E-001 -5.7686E-001 -2.0482E+000 1.8202E+000 -2.2762E+000 3.4888E-001
7 Bot 2.3246E-001 -2.3271E-001 -2.2982E+000 2.2981E+000 -2.2983E+000 2.3259E-001
6 Top 1.1439E+000 6.7872E-001 3.2982E+000 4.2095E+000 -2.3869E+000 -2.3259E-001
6 Bot 7.9974E-001 5.6715E-001 3.0482E+000 3.7317E+000 -2.3648E+000 -1.1629E-001
Gilang Permata Khusuma13708050
Teknik Material
5 Top 4.3685E+000 -2.3943E+000 4.9855E-002 4.3685E+000 -2.3943E+000 4.9855E-002
5 Bot 3.2538E+000 -2.3426E+000 1.1837E-008 3.2538E+000 -2.3426E+000 1.1837E-008
4 Top -2.3426E+000 3.2538E+000 -2.3279E-007 3.2538E+000 -2.3426E+000 -1.1837E-008
4 Bot -2.3943E+000 4.3685E+000 -4.9856E-002 4.3685E+000 -2.3943E+000 4.9855E-002
3 Top 5.6715E-001 7.9974E-001 -3.0482E+000 3.7317E+000 -2.3648E+000 -1.1629E-001
3 Bot 6.7872E-001 1.1439E+000 -3.2982E+000 4.2095E+000 -2.3869E+000 -2.3259E-001
2 Top -2.3271E-001 2.3246E-001 2.2982E+000 2.2981E+000 -2.2983E+000 2.3259E-001
2 Bot -5.7686E-001 1.2090E-001 2.0482E+000 1.8202E+000 -2.2762E+000 3.4888E-001
1 Top -9.0194E-002 -2.1876E+000 -1.4957E-001 -9.0194E-002 -2.1876E+000 -1.4957E-001
1 Bot -1.2049E+000 -2.1360E+000 -1.9942E-001 -1.2049E+000 -2.1360E+000 -1.9942E-001
Tegangan Tarik Biaxial 10N/mm
STRAIN
PLY STRAINS (x 1000)
--------------------
Ply No eps-1 eps-2 eps-6 eps-x eps-y eps-s
------- --------- --------- --------- --------- --------- ---------
8 Top -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
8 Bot -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
7 Top -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
7 Bot -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
6 Top -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
6 Bot -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
5 Top -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
5 Bot -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
4 Top -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
4 Bot -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
3 Top -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
3 Bot -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
2 Top -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
2 Bot -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
1 Top -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
1 Bot -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
STRESS
PLY STRESSES IN MPa.
--------------------
Ply No sigma-1 sigma-2 sigma-6 sigma-x sigma-y sigma-s
------- --------- --------- --------- --------- --------- ---------
8 Top 7.4039E-001 -7.5070E+000 6.3817E-001 -7.5070E+000 7.4039E-001 -6.3817E-001
8 Bot 4.0557E-001 -6.7596E+000 5.0078E-001 -6.7596E+000 4.0557E-001 -5.0078E-001
7 Top 1.0632E+001 4.8521E+000 -8.3979E+000 1.6140E+001 -6.5587E-001 2.8899E+000
7 Bot 9.6809E+000 4.5421E+000 -8.0208E+000 1.5132E+001 -9.0935E-001 2.5694E+000
6 Top 1.3003E+001 7.8637E+000 1.1665E+001 2.2099E+001 -1.2323E+000 -2.5694E+000
Gilang Permata Khusuma13708050
Teknik Material
6 Bot 1.0796E+001 6.2979E+000 9.9105E+000 1.8457E+001 -1.3637E+000 -2.2489E+000
5 Top 3.7847E+001 -2.2624E+000 2.2600E-001 3.7847E+001 -2.2624E+000 2.2600E-001
5 Bot 3.2451E+001 -2.3125E+000 8.8615E-002 3.2451E+001 -2.3125E+000 8.8615E-002
4 Top -5.9891E-001 -4.5176E+000 8.8615E-002 -4.5176E+000 -5.9891E-001 -8.8614E-002
4 Bot -9.3373E-001 -3.7702E+000 -4.8774E-002 -3.7702E+000 -9.3373E-001 4.8774E-002
3 Top 6.8280E+000 3.6120E+000 -6.8898E+000 1.2110E+001 -1.6698E+000 1.6080E+000
3 Bot 5.8770E+000 3.3020E+000 -6.5128E+000 1.1102E+001 -1.9233E+000 1.2875E+000
2 Top 4.1753E+000 1.6003E+000 4.6457E+000 7.5335E+000 -1.7579E+000 -1.2875E+000
2 Bot 1.9685E+000 3.4473E-002 2.8908E+000 3.8923E+000 -1.8893E+000 -9.6703E-001
1 Top 1.6263E+001 -2.4627E+000 -3.2355E-001 1.6263E+001 -2.4627E+000 -3.2355E-001
1 Bot 1.0866E+001 -2.5127E+000 -4.6094E-001 1.0866E+001 -2.5127E+000 -4.6094E-001
3.c. IM6 Epoxy (0,+45,-45,90,0,+45,-45,90)
STRAIN
PLY STRAINS (x 1000)
--------------------
Ply No eps-1 eps-2 eps-6 eps-x eps-y eps-s
------- --------- --------- --------- --------- --------- ---------
8 Top -1.6204E-001 5.8633E-002 -9.6597E-002 5.8633E-002 -1.6204E-001 9.6597E-002
8 Bot -1.3446E-001 3.1048E-002 -7.2448E-002 3.1048E-002 -1.3446E-001 7.2448E-002
7 Top -1.3446E-001 3.1048E-002 -7.2448E-002 -1.5482E-002 -8.7930E-002 -1.6551E-001
7 Bot -1.0688E-001 3.4635E-003 -4.8299E-002 -2.7557E-002 -7.5855E-002 -1.1034E-001
6 Top -1.0688E-001 3.4635E-003 -4.8299E-002 -7.5855E-002 -2.7557E-002 1.1034E-001
6 Bot -7.9291E-002 -2.4121E-002 -2.4149E-002 -6.3781E-002 -3.9631E-002 5.5169E-002
5 Top -7.9291E-002 -2.4121E-002 -2.4149E-002 -7.9291E-002 -2.4121E-002 -2.4149E-002
5 Bot -5.1706E-002 -5.1706E-002 -4.1082E-009 -5.1706E-002 -5.1706E-002 -4.1082E-009
4 Top -5.1706E-002 -5.1706E-002 -4.1082E-009 -5.1706E-002 -5.1706E-002 4.1082E-009
4 Bot -2.4121E-002 -7.9291E-002 2.4149E-002 -7.9291E-002 -2.4121E-002 -2.4149E-002
3 Top -2.4121E-002 -7.9291E-002 2.4149E-002 -6.3781E-002 -3.9631E-002 5.5169E-002
3 Bot 3.4634E-003 -1.0688E-001 4.8299E-002 -7.5855E-002 -2.7557E-002 1.1034E-001
2 Top 3.4634E-003 -1.0688E-001 4.8299E-002 -2.7557E-002 -7.5855E-002 -1.1034E-001
2 Bot 3.1048E-002 -1.3446E-001 7.2448E-002 -1.5482E-002 -8.7930E-002 -1.6551E-001
1 Top 3.1048E-002 -1.3446E-001 7.2448E-002 3.1048E-002 -1.3446E-001 7.2448E-002
1 Bot 5.8633E-002 -1.6204E-001 9.6597E-002 5.8633E-002 -1.6204E-001 9.6597E-002
STRESS
PLY STRESSES IN MPa.
--------------------
Ply No sigma-1 sigma-2 sigma-6 sigma-x sigma-y sigma-s
------- --------- --------- --------- --------- --------- ---------
8 Top 1.0332E+001 6.3783E+000 -8.1142E-001 6.3783E+000 1.0332E+001 8.1142E-001
8 Bot 1.0543E+001 8.4617E-001 -6.0856E-001 8.4617E-001 1.0543E+001 6.0856E-001
Gilang Permata Khusuma13708050
Teknik Material
7 Top -1.8309E-001 2.5974E+000 9.6926E+000 -8.4854E+000 1.0900E+001 -1.3903E+000
7 Bot -8.8420E-001 9.6949E-001 1.0950E+001 -1.0907E+001 1.0992E+001 -9.2684E-001
6 Top -5.5424E+000 -3.6887E+000 -1.5978E+001 -2.0593E+001 1.1362E+001 9.2684E-001
6 Bot -3.9144E+000 -2.9876E+000 -1.4721E+001 -1.8172E+001 1.1270E+001 4.6342E-001
5 Top -2.1282E+001 1.1388E+001 -2.0285E-001 -2.1282E+001 1.1388E+001 -2.0285E-001
5 Bot -1.5750E+001 1.1177E+001 -3.4509E-008 -1.5750E+001 1.1177E+001 -3.4509E-008
4 Top 1.1177E+001 -1.5750E+001 1.1425E-006 -1.5750E+001 1.1177E+001 3.4509E-008
4 Bot 1.1388E+001 -2.1282E+001 2.0286E-001 -2.1282E+001 1.1388E+001 -2.0285E-001
3 Top -2.9876E+000 -3.9144E+000 1.4721E+001 -1.8172E+001 1.1270E+001 4.6342E-001
3 Bot -3.6887E+000 -5.5424E+000 1.5978E+001 -2.0593E+001 1.1362E+001 9.2685E-001
2 Top 9.6949E-001 -8.8421E-001 -1.0950E+001 -1.0907E+001 1.0992E+001 -9.2685E-001
2 Bot 2.5974E+000 -1.8309E-001 -9.6926E+000 -8.4854E+000 1.0900E+001 -1.3903E+000
1 Top 8.4616E-001 1.0543E+001 6.0856E-001 8.4616E-001 1.0543E+001 6.0856E-001
1 Bot 6.3782E+000 1.0332E+001 8.1142E-001 6.3782E+000 1.0332E+001 8.1142E-001
Tegangan Tarik Biaxial 10N/mm
STRAIN
PLY STRAINS (x 1000)
--------------------
Ply No eps-1 eps-2 eps-6 eps-x eps-y eps-s
------- --------- --------- --------- --------- --------- ---------
8 Top -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
8 Bot -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
7 Top -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
7 Bot -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
6 Top -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
6 Bot -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
5 Top -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
5 Bot -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
4 Top -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
4 Bot -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
3 Top -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
3 Bot -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
2 Top -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
2 Bot -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
1 Top -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
1 Bot -5.7620E-001 1.5193E+000 0.0000E+000 -5.7620E-001 1.5193E+000 0.0000E+000
STRESS
PLY STRESSES IN MPa.
--------------------
Ply No sigma-1 sigma-2 sigma-6 sigma-x sigma-y sigma-s
Gilang Permata Khusuma13708050
Teknik Material
------- --------- --------- --------- --------- --------- ---------
8 Top -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
8 Bot -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
7 Top -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
7 Bot -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
6 Top -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
6 Bot -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
5 Top -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
5 Bot -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
4 Top -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
4 Bot -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
3 Top -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
3 Bot -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
2 Top -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
2 Bot -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
1 Top -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
1 Bot -2.0258E-006 8.4991E-007 0.0000E+000 -2.0258E-006 8.4991E-007 0.0000E+000
3. Kegagalan pada Laminat
1. Pembebenan biaxial 50 N/mm
1.a. B-N5505
LOAD CASE No. 1
==================
eps1 eps2 eps6 k1 k2 k6
----------- ----------- ----------- ----------- ----------- -----------
7.5464E-004 -8.2739E-004 0.0000E+000 -1.8618E-008 -3.0544E-008 0.0000E+000
eps1o*1E3 eps2o*1E3 eps6o*1E3 eps1f*1E3 eps2f*1E3 eps6f*1E3
----------- ----------- ----------- ----------- ----------- -----------
7.5464E-001 -8.2739E-001 0.0000E+000 -9.3089E-009 -1.5272E-008 0.0000E+000
N1 N2 N6 M1 M2 M6
----------- ----------- ----------- ----------- ----------- -----------
1.0000E+005 0.0000E+000 0.0000E+000 0.0000E+000 0.0000E+000 0.0000E+000
sigma1o sigma2o sigma6o sigma1f sigma2f sigma6f [MPa]
--------- --------- --------- --------- --------- ---------
1.00E+002 0.00E+000 0.00E+000 0.00E+000 0.00E+000 0.00E+000
Gilang Permata Khusuma13708050
Teknik Material
Temperature_difference: -100.0 Moisture: 0.0050
-------------------------- ---------------------
STRAIN
PLY STRAINS (x 1000)
--------------------
Ply No eps-1 eps-2 eps-6 eps-x eps-y eps-s
------- --------- --------- --------- --------- --------- ---------
8 Top 7.5464E-001 -8.2739E-001 0.0000E+000 7.5464E-001 -8.2739E-001 0.0000E+000
8 Bot 7.5464E-001 -8.2739E-001 0.0000E+000 7.5464E-001 -8.2739E-001 0.0000E+000
7 Top 7.5464E-001 -8.2739E-001 0.0000E+000 7.5464E-001 -8.2739E-001 0.0000E+000
7 Bot 7.5464E-001 -8.2739E-001 0.0000E+000 7.5464E-001 -8.2739E-001 0.0000E+000
6 Top 7.5464E-001 -8.2739E-001 0.0000E+000 7.5464E-001 -8.2739E-001 0.0000E+000
6 Bot 7.5464E-001 -8.2739E-001 0.0000E+000 7.5464E-001 -8.2739E-001 0.0000E+000
5 Top 7.5464E-001 -8.2739E-001 0.0000E+000 7.5464E-001 -8.2739E-001 0.0000E+000
5 Bot 7.5464E-001 -8.2739E-001 0.0000E+000 7.5464E-001 -8.2739E-001 0.0000E+000
4 Top 7.5464E-001 -8.2739E-001 0.0000E+000 7.5464E-001 -8.2739E-001 0.0000E+000
4 Bot 7.5464E-001 -8.2739E-001 0.0000E+000 7.5464E-001 -8.2739E-001 0.0000E+000
3 Top 7.5464E-001 -8.2739E-001 0.0000E+000 7.5464E-001 -8.2739E-001 0.0000E+000
3 Bot 7.5464E-001 -8.2739E-001 0.0000E+000 7.5464E-001 -8.2739E-001 0.0000E+000
2 Top 7.5464E-001 -8.2739E-001 0.0000E+000 7.5464E-001 -8.2739E-001 0.0000E+000
2 Bot 7.5464E-001 -8.2739E-001 0.0000E+000 7.5464E-001 -8.2739E-001 0.0000E+000
1 Top 7.5464E-001 -8.2739E-001 0.0000E+000 7.5464E-001 -8.2739E-001 0.0000E+000
1 Bot 7.5464E-001 -8.2739E-001 0.0000E+000 7.5464E-001 -8.2739E-001 0.0000E+000
STRESS
PLY STRESSES IN MPa.
--------------------
Ply No sigma-1 sigma-2 sigma-6 sigma-x sigma-y sigma-s
------- --------- --------- --------- --------- --------- ---------
8 Top 1.0000E+002 -5.0998E-007 0.0000E+000 1.0000E+002 -5.0998E-007 0.0000E+000
8 Bot 1.0000E+002 -5.0998E-007 0.0000E+000 1.0000E+002 -5.0998E-007 0.0000E+000
7 Top 1.0000E+002 -5.0998E-007 0.0000E+000 1.0000E+002 -5.0998E-007 0.0000E+000
7 Bot 1.0000E+002 -5.0998E-007 0.0000E+000 1.0000E+002 -5.0998E-007 0.0000E+000
6 Top 1.0000E+002 -5.0998E-007 0.0000E+000 1.0000E+002 -5.0998E-007 0.0000E+000
6 Bot 1.0000E+002 -5.0998E-007 0.0000E+000 1.0000E+002 -5.0998E-007 0.0000E+000
5 Top 1.0000E+002 -5.0998E-007 0.0000E+000 1.0000E+002 -5.0998E-007 0.0000E+000
5 Bot 1.0000E+002 -5.0998E-007 0.0000E+000 1.0000E+002 -5.0998E-007 0.0000E+000
4 Top 1.0000E+002 -5.0998E-007 0.0000E+000 1.0000E+002 -5.0998E-007 0.0000E+000
4 Bot 1.0000E+002 -5.0998E-007 0.0000E+000 1.0000E+002 -5.0998E-007 0.0000E+000
Gilang Permata Khusuma13708050
Teknik Material
3 Top 1.0000E+002 -5.0998E-007 0.0000E+000 1.0000E+002 -5.0998E-007 0.0000E+000
3 Bot 1.0000E+002 -5.0998E-007 0.0000E+000 1.0000E+002 -5.0998E-007 0.0000E+000
2 Top 1.0000E+002 -5.0998E-007 0.0000E+000 1.0000E+002 -5.0998E-007 0.0000E+000
2 Bot 1.0000E+002 -5.0998E-007 0.0000E+000 1.0000E+002 -5.0998E-007 0.0000E+000
1 Top 1.0000E+002 -5.0998E-007 0.0000E+000 1.0000E+002 -5.0998E-007 0.0000E+000
1 Bot 1.0000E+002 -5.0998E-007 0.0000E+000 1.0000E+002 -5.0998E-007 0.0000E+000
LCSTART
LOAD CASE No. 2
==================
eps1 eps2 eps6 k1 k2 k6
----------- ----------- ----------- ----------- ----------- -----------
2.8362E-004 4.8617E-003 0.0000E+000 8.4534E-009 -3.6734E-007 0.0000E+000
eps1o*1E3 eps2o*1E3 eps6o*1E3 eps1f*1E3 eps2f*1E3 eps6f*1E3
----------- ----------- ----------- ----------- ----------- -----------
2.8362E-001 4.8617E+000 0.0000E+000 4.2267E-009 -1.8367E-007 0.0000E+000
N1 N2 N6 M1 M2 M6
----------- ----------- ----------- ----------- ----------- -----------
5.0000E+004 5.0000E+004 0.0000E+000 0.0000E+000 0.0000E+000 0.0000E+000
sigma1o sigma2o sigma6o sigma1f sigma2f sigma6f [MPa]
--------- --------- --------- --------- --------- ---------
5.00E+001 5.00E+001 0.00E+000 0.00E+000 0.00E+000 0.00E+000
Temperature_difference: -100.0 Moisture: 0.0050
-------------------------- ---------------------
STRAIN
PLY STRAINS (x 1000)
--------------------
Ply No eps-1 eps-2 eps-6 eps-x eps-y eps-s
------- --------- --------- --------- --------- --------- ---------
8 Top 2.8362E-001 4.8617E+000 0.0000E+000 2.8362E-001 4.8617E+000 0.0000E+000
8 Bot 2.8362E-001 4.8617E+000 0.0000E+000 2.8362E-001 4.8617E+000 0.0000E+000
7 Top 2.8362E-001 4.8617E+000 0.0000E+000 2.8362E-001 4.8617E+000 0.0000E+000
Gilang Permata Khusuma13708050
Teknik Material
7 Bot 2.8362E-001 4.8617E+000 0.0000E+000 2.8362E-001 4.8617E+000 0.0000E+000
6 Top 2.8362E-001 4.8617E+000 0.0000E+000 2.8362E-001 4.8617E+000 0.0000E+000
6 Bot 2.8362E-001 4.8617E+000 0.0000E+000 2.8362E-001 4.8617E+000 0.0000E+000
5 Top 2.8362E-001 4.8617E+000 0.0000E+000 2.8362E-001 4.8617E+000 0.0000E+000
5 Bot 2.8362E-001 4.8617E+000 0.0000E+000 2.8362E-001 4.8617E+000 0.0000E+000
4 Top 2.8362E-001 4.8617E+000 0.0000E+000 2.8362E-001 4.8617E+000 0.0000E+000
4 Bot 2.8362E-001 4.8617E+000 0.0000E+000 2.8362E-001 4.8617E+000 0.0000E+000
3 Top 2.8362E-001 4.8617E+000 0.0000E+000 2.8362E-001 4.8617E+000 0.0000E+000
3 Bot 2.8362E-001 4.8617E+000 0.0000E+000 2.8362E-001 4.8617E+000 0.0000E+000
2 Top 2.8362E-001 4.8617E+000 0.0000E+000 2.8362E-001 4.8617E+000 0.0000E+000
2 Bot 2.8362E-001 4.8617E+000 0.0000E+000 2.8362E-001 4.8617E+000 0.0000E+000
1 Top 2.8362E-001 4.8617E+000 0.0000E+000 2.8362E-001 4.8617E+000 0.0000E+000
1 Bot 2.8362E-001 4.8617E+000 0.0000E+000 2.8362E-001 4.8617E+000 0.0000E+000
STRESS
PLY STRESSES IN MPa.
--------------------
Ply No sigma-1 sigma-2 sigma-6 sigma-x sigma-y sigma-s
------- --------- --------- --------- --------- --------- ---------
8 Top 5.0000E+001 5.0000E+001 0.0000E+000 5.0000E+001 5.0000E+001 0.0000E+000
8 Bot 5.0000E+001 5.0000E+001 0.0000E+000 5.0000E+001 5.0000E+001 0.0000E+000
7 Top 5.0000E+001 5.0000E+001 0.0000E+000 5.0000E+001 5.0000E+001 0.0000E+000
7 Bot 5.0000E+001 5.0000E+001 0.0000E+000 5.0000E+001 5.0000E+001 0.0000E+000
6 Top 5.0000E+001 5.0000E+001 0.0000E+000 5.0000E+001 5.0000E+001 0.0000E+000
6 Bot 5.0000E+001 5.0000E+001 0.0000E+000 5.0000E+001 5.0000E+001 0.0000E+000
5 Top 5.0000E+001 5.0000E+001 0.0000E+000 5.0000E+001 5.0000E+001 0.0000E+000
5 Bot 5.0000E+001 5.0000E+001 0.0000E+000 5.0000E+001 5.0000E+001 0.0000E+000
4 Top 5.0000E+001 5.0000E+001 0.0000E+000 5.0000E+001 5.0000E+001 0.0000E+000
4 Bot 5.0000E+001 5.0000E+001 0.0000E+000 5.0000E+001 5.0000E+001 0.0000E+000
3 Top 5.0000E+001 5.0000E+001 0.0000E+000 5.0000E+001 5.0000E+001 0.0000E+000
3 Bot 5.0000E+001 5.0000E+001 0.0000E+000 5.0000E+001 5.0000E+001 0.0000E+000
2 Top 5.0000E+001 5.0000E+001 0.0000E+000 5.0000E+001 5.0000E+001 0.0000E+000
2 Bot 5.0000E+001 5.0000E+001 0.0000E+000 5.0000E+001 5.0000E+001 0.0000E+000
1 Top 5.0000E+001 5.0000E+001 0.0000E+000 5.0000E+001 5.0000E+001 0.0000E+000
1 Bot 5.0000E+001 5.0000E+001 0.0000E+000 5.0000E+001 5.0000E+001 0.0000E+000
LCSTART
LOAD CASE No. 3
==================
eps1 eps2 eps6 k1 k2 k6
----------- ----------- ----------- ----------- ----------- -----------
Gilang Permata Khusuma13708050
Teknik Material
2.8362E-004 4.8617E-003 0.0000E+000 8.4534E-009 -3.6734E-007 0.0000E+000
eps1o*1E3 eps2o*1E3 eps6o*1E3 eps1f*1E3 eps2f*1E3 eps6f*1E3
----------- ----------- ----------- ----------- ----------- -----------
2.8362E-001 4.8617E+000 0.0000E+000 4.2267E-009 -1.8367E-007 0.0000E+000
N1 N2 N6 M1 M2 M6
----------- ----------- ----------- ----------- ----------- -----------
5.0000E+004 5.0000E+004 0.0000E+000 0.0000E+000 0.0000E+000 0.0000E+000
sigma1o sigma2o sigma6o sigma1f sigma2f sigma6f [MPa]
--------- --------- --------- --------- --------- ---------
5.00E+001 5.00E+001 0.00E+000 0.00E+000 0.00E+000 0.00E+000
Temperature_difference: -100.0 Moisture: 0.0050
-------------------------- ---------------------
STRAIN
PLY STRAINS (x 1000)
--------------------
Ply No eps-1 eps-2 eps-6 eps-x eps-y eps-s
------- --------- --------- --------- --------- --------- ---------
8 Top 2.8362E-001 4.8617E+000 0.0000E+000 2.8362E-001 4.8617E+000 0.0000E+000
8 Bot 2.8362E-001 4.8617E+000 0.0000E+000 2.8362E-001 4.8617E+000 0.0000E+000
7 Top 2.8362E-001 4.8617E+000 0.0000E+000 2.8362E-001 4.8617E+000 0.0000E+000
7 Bot 2.8362E-001 4.8617E+000 0.0000E+000 2.8362E-001 4.8617E+000 0.0000E+000
6 Top 2.8362E-001 4.8617E+000 0.0000E+000 2.8362E-001 4.8617E+000 0.0000E+000
6 Bot 2.8362E-001 4.8617E+000 0.0000E+000 2.8362E-001 4.8617E+000 0.0000E+000
5 Top 2.8362E-001 4.8617E+000 0.0000E+000 2.8362E-001 4.8617E+000 0.0000E+000
5 Bot 2.8362E-001 4.8617E+000 0.0000E+000 2.8362E-001 4.8617E+000 0.0000E+000
4 Top 2.8362E-001 4.8617E+000 0.0000E+000 2.8362E-001 4.8617E+000 0.0000E+000
4 Bot 2.8362E-001 4.8617E+000 0.0000E+000 2.8362E-001 4.8617E+000 0.0000E+000
3 Top 2.8362E-001 4.8617E+000 0.0000E+000 2.8362E-001 4.8617E+000 0.0000E+000
3 Bot 2.8362E-001 4.8617E+000 0.0000E+000 2.8362E-001 4.8617E+000 0.0000E+000
2 Top 2.8362E-001 4.8617E+000 0.0000E+000 2.8362E-001 4.8617E+000 0.0000E+000
2 Bot 2.8362E-001 4.8617E+000 0.0000E+000 2.8362E-001 4.8617E+000 0.0000E+000
1 Top 2.8362E-001 4.8617E+000 0.0000E+000 2.8362E-001 4.8617E+000 0.0000E+000
1 Bot 2.8362E-001 4.8617E+000 0.0000E+000 2.8362E-001 4.8617E+000 0.0000E+000
Gilang Permata Khusuma13708050
Teknik Material
STRESS
PLY STRESSES IN MPa.
--------------------
Ply No sigma-1 sigma-2 sigma-6 sigma-x sigma-y sigma-s
------- --------- --------- --------- --------- --------- ---------
8 Top 5.0000E+001 5.0000E+001 0.0000E+000 5.0000E+001 5.0000E+001 0.0000E+000
8 Bot 5.0000E+001 5.0000E+001 0.0000E+000 5.0000E+001 5.0000E+001 0.0000E+000
7 Top 5.0000E+001 5.0000E+001 0.0000E+000 5.0000E+001 5.0000E+001 0.0000E+000
7 Bot 5.0000E+001 5.0000E+001 0.0000E+000 5.0000E+001 5.0000E+001 0.0000E+000
6 Top 5.0000E+001 5.0000E+001 0.0000E+000 5.0000E+001 5.0000E+001 0.0000E+000
6 Bot 5.0000E+001 5.0000E+001 0.0000E+000 5.0000E+001 5.0000E+001 0.0000E+000
5 Top 5.0000E+001 5.0000E+001 0.0000E+000 5.0000E+001 5.0000E+001 0.0000E+000
5 Bot 5.0000E+001 5.0000E+001 0.0000E+000 5.0000E+001 5.0000E+001 0.0000E+000
4 Top 5.0000E+001 5.0000E+001 0.0000E+000 5.0000E+001 5.0000E+001 0.0000E+000
4 Bot 5.0000E+001 5.0000E+001 0.0000E+000 5.0000E+001 5.0000E+001 0.0000E+000
3 Top 5.0000E+001 5.0000E+001 0.0000E+000 5.0000E+001 5.0000E+001 0.0000E+000
3 Bot 5.0000E+001 5.0000E+001 0.0000E+000 5.0000E+001 5.0000E+001 0.0000E+000
2 Top 5.0000E+001 5.0000E+001 0.0000E+000 5.0000E+001 5.0000E+001 0.0000E+000
2 Bot 5.0000E+001 5.0000E+001 0.0000E+000 5.0000E+001 5.0000E+001 0.0000E+000
1 Top 5.0000E+001 5.0000E+001 0.0000E+000 5.0000E+001 5.0000E+001 0.0000E+000
1 Bot 5.0000E+001 5.0000E+001 0.0000E+000 5.0000E+001 5.0000E+001 0.0000E+000
LCSTART
LOAD CASE No. 4
==================
eps1 eps2 eps6 k1 k2 k6
----------- ----------- ----------- ----------- ----------- -----------
-1.8739E-004 1.0551E-002 0.0000E+000 3.5525E-008 -7.0413E-007 0.0000E+000
eps1o*1E3 eps2o*1E3 eps6o*1E3 eps1f*1E3 eps2f*1E3 eps6f*1E3
----------- ----------- ----------- ----------- ----------- -----------
-1.8739E-001 1.0551E+001 0.0000E+000 1.7762E-008 -3.5207E-007 0.0000E+000
N1 N2 N6 M1 M2 M6
----------- ----------- ----------- ----------- ----------- -----------
0.0000E+000 1.0000E+005 0.0000E+000 0.0000E+000 0.0000E+000 0.0000E+000
sigma1o sigma2o sigma6o sigma1f sigma2f sigma6f [MPa]
Gilang Permata Khusuma13708050
Teknik Material
--------- --------- --------- --------- --------- ---------
0.00E+000 1.00E+002 0.00E+000 0.00E+000 0.00E+000 0.00E+000
Temperature_difference: -100.0 Moisture: 0.0050
-------------------------- ---------------------
STRAIN
PLY STRAINS (x 1000)
--------------------
Ply No eps-1 eps-2 eps-6 eps-x eps-y eps-s
------- --------- --------- --------- --------- --------- ---------
8 Top -1.8739E-001 1.0551E+001 0.0000E+000 -1.8739E-001 1.0551E+001 0.0000E+000
8 Bot -1.8739E-001 1.0551E+001 0.0000E+000 -1.8739E-001 1.0551E+001 0.0000E+000
7 Top -1.8739E-001 1.0551E+001 0.0000E+000 -1.8739E-001 1.0551E+001 0.0000E+000
7 Bot -1.8739E-001 1.0551E+001 0.0000E+000 -1.8739E-001 1.0551E+001 0.0000E+000
6 Top -1.8739E-001 1.0551E+001 0.0000E+000 -1.8739E-001 1.0551E+001 0.0000E+000
6 Bot -1.8739E-001 1.0551E+001 0.0000E+000 -1.8739E-001 1.0551E+001 0.0000E+000
5 Top -1.8739E-001 1.0551E+001 0.0000E+000 -1.8739E-001 1.0551E+001 0.0000E+000
5 Bot -1.8739E-001 1.0551E+001 0.0000E+000 -1.8739E-001 1.0551E+001 0.0000E+000
4 Top -1.8739E-001 1.0551E+001 0.0000E+000 -1.8739E-001 1.0551E+001 0.0000E+000
4 Bot -1.8739E-001 1.0551E+001 0.0000E+000 -1.8739E-001 1.0551E+001 0.0000E+000
3 Top -1.8739E-001 1.0551E+001 0.0000E+000 -1.8739E-001 1.0551E+001 0.0000E+000
3 Bot -1.8739E-001 1.0551E+001 0.0000E+000 -1.8739E-001 1.0551E+001 0.0000E+000
2 Top -1.8739E-001 1.0551E+001 0.0000E+000 -1.8739E-001 1.0551E+001 0.0000E+000
2 Bot -1.8739E-001 1.0551E+001 0.0000E+000 -1.8739E-001 1.0551E+001 0.0000E+000
1 Top -1.8739E-001 1.0551E+001 0.0000E+000 -1.8739E-001 1.0551E+001 0.0000E+000
1 Bot -1.8739E-001 1.0551E+001 0.0000E+000 -1.8739E-001 1.0551E+001 0.0000E+000
STRESS
PLY STRESSES IN MPa.
--------------------
Ply No sigma-1 sigma-2 sigma-6 sigma-x sigma-y sigma-s
------- --------- --------- --------- --------- --------- ---------
8 Top 1.8623E-006 1.0000E+002 0.0000E+000 1.8623E-006 1.0000E+002 0.0000E+000
8 Bot 1.8623E-006 1.0000E+002 0.0000E+000 1.8623E-006 1.0000E+002 0.0000E+000
7 Top 1.8623E-006 1.0000E+002 0.0000E+000 1.8623E-006 1.0000E+002 0.0000E+000
7 Bot 1.8623E-006 1.0000E+002 0.0000E+000 1.8623E-006 1.0000E+002 0.0000E+000
6 Top 1.8623E-006 1.0000E+002 0.0000E+000 1.8623E-006 1.0000E+002 0.0000E+000
6 Bot -1.3768E-007 1.0000E+002 0.0000E+000 -1.3768E-007 1.0000E+002 0.0000E+000
Gilang Permata Khusuma13708050
Teknik Material
5 Top -1.3768E-007 1.0000E+002 0.0000E+000 -1.3768E-007 1.0000E+002 0.0000E+000
5 Bot -1.3768E-007 1.0000E+002 0.0000E+000 -1.3768E-007 1.0000E+002 0.0000E+000
4 Top -1.3768E-007 1.0000E+002 0.0000E+000 -1.3768E-007 1.0000E+002 0.0000E+000
4 Bot -1.3768E-007 1.0000E+002 0.0000E+000 -1.3768E-007 1.0000E+002 0.0000E+000
3 Top -1.3768E-007 1.0000E+002 0.0000E+000 -1.3768E-007 1.0000E+002 0.0000E+000
3 Bot -2.1377E-006 1.0000E+002 0.0000E+000 -2.1377E-006 1.0000E+002 0.0000E+000
2 Top -2.1377E-006 1.0000E+002 0.0000E+000 -2.1377E-006 1.0000E+002 0.0000E+000
2 Bot -2.1377E-006 1.0000E+002 0.0000E+000 -2.1377E-006 1.0000E+002 0.0000E+000
1 Top -2.1377E-006 1.0000E+002 0.0000E+000 -2.1377E-006 1.0000E+002 0.0000E+000
1 Bot -2.1377E-006 1.0000E+002 0.0000E+000 -2.1377E-006 1.0000E+002 0.0000E+000
DAT_R_VALUES
R_START
LOAD CASE No. 1
==================
Ply Angle Mat. h*1000 R-int/t R-int/b R-deg/t R-deg/b
--- ------ ------ -------- ---------- ---------- ---------- ----------
8 0.0 0 0.125 14.470 14.470 14.470 14.470
7 0.0 0 0.125 14.470 14.470 14.470 14.470
6 0.0 0 0.125 14.470 14.470 14.470 14.470
5 0.0 0 0.125 14.470 14.470 14.470 14.470
4 0.0 0 0.125 14.470 14.470 14.470 14.470
3 0.0 0 0.125 14.470 14.470 14.470 14.470
2 0.0 0 0.125 14.470 14.470 14.470 14.470
1 0.0 0 0.125 14.470 14.470 14.470 14.470
R_START
LOAD CASE No. 2
==================
Ply Angle Mat. h*1000 R-int/t R-int/b R-deg/t R-deg/b
--- ------ ------ -------- ---------- ---------- ---------- ----------
8 0.0 0 0.125 1.054 1.054 1.055 1.055
7 0.0 0 0.125 1.054 1.054 1.055 1.055
6 0.0 0 0.125 1.054 1.054 1.055 1.055
5 0.0 0 0.125 1.054 1.054 1.055 1.055
4 0.0 0 0.125 1.054 1.054 1.055 1.055
3 0.0 0 0.125 1.054 1.054 1.055 1.055
2 0.0 0 0.125 1.054 1.054 1.055 1.055
1 0.0 0 0.125 1.054 1.054 1.055 1.055
Gilang Permata Khusuma13708050
Teknik Material
R_START
LOAD CASE No. 3
==================
Ply Angle Mat. h*1000 R-int/t R-int/b R-deg/t R-deg/b
--- ------ ------ -------- ---------- ---------- ---------- ----------
8 0.0 0 0.125 1.054 1.054 1.055 1.055
7 0.0 0 0.125 1.054 1.054 1.055 1.055
6 0.0 0 0.125 1.054 1.054 1.055 1.055
5 0.0 0 0.125 1.054 1.054 1.055 1.055
4 0.0 0 0.125 1.054 1.054 1.055 1.055
3 0.0 0 0.125 1.054 1.054 1.055 1.055
2 0.0 0 0.125 1.054 1.054 1.055 1.055
1 0.0 0 0.125 1.054 1.054 1.055 1.055
R_START
LOAD CASE No. 4
==================
Ply Angle Mat. h*1000 R-int/t R-int/b R-deg/t R-deg/b
--- ------ ------ -------- ---------- ---------- ---------- ----------
8 0.0 0 0.125 0.520 0.520 0.520 0.520
7 0.0 0 0.125 0.520 0.520 0.520 0.520
6 0.0 0 0.125 0.520 0.520 0.520 0.520
5 0.0 0 0.125 0.520 0.520 0.520 0.520
4 0.0 0 0.125 0.520 0.520 0.520 0.520
3 0.0 0 0.125 0.520 0.520 0.520 0.520
2 0.0 0 0.125 0.520 0.520 0.520 0.520
1 0.0 0 0.125 0.520 0.520 0.520 0.520
Load Case FPF Ultimate Safety Limit* Limit
------------- ---------- ---------- ---------- ---------- ----------
1 14.470 14.470 1.50 9.647 9.647
2 1.054 1.055 1.50 0.703 0.703
3 1.054 1.055 1.50 0.703 0.703
4 0.520 0.520 1.50 0.347 0.347
1.b. B-N5505 (+-45)s
LOAD CASE No. 1
Gilang Permata Khusuma13708050
Teknik Material
==================
eps1 eps2 eps6 k1 k2 k6
----------- ----------- ----------- ----------- ----------- -----------
8.3285E-003 -5.7560E-003 -2.4683E-011 2.9232E-006 -2.7937E-006 -1.3041E-007
eps1o*1E3 eps2o*1E3 eps6o*1E3 eps1f*1E3 eps2f*1E3 eps6f*1E3
----------- ----------- ----------- ----------- ----------- -----------
8.3285E+000 -5.7560E+000 -2.4683E-008 7.3080E-007 -6.9841E-007 -3.2601E-008
N1 N2 N6 M1 M2 M6
----------- ----------- ----------- ----------- ----------- -----------
1.0000E+005 0.0000E+000 0.0000E+000 0.0000E+000 0.0000E+000 0.0000E+000
sigma1o sigma2o sigma6o sigma1f sigma2f sigma6f [MPa]
--------- --------- --------- --------- --------- ---------
2.00E+002 0.00E+000 0.00E+000 0.00E+000 0.00E+000 0.00E+000
Temperature_difference: -100.0 Moisture: 0.0050
-------------------------- ---------------------
STRAIN
PLY STRAINS (x 1000)
--------------------
Ply No eps-1 eps-2 eps-6 eps-x eps-y eps-s
------- --------- --------- --------- --------- --------- ---------
4 Top 8.3285E+000 -5.7560E+000 -5.7285E-008 1.2863E+000 1.2863E+000 -1.4085E+001
4 Bot 8.3285E+000 -5.7560E+000 -4.0984E-008 1.2863E+000 1.2863E+000 -1.4085E+001
3 Top 8.3285E+000 -5.7560E+000 -4.0984E-008 1.2863E+000 1.2863E+000 1.4085E+001
3 Bot 8.3285E+000 -5.7560E+000 -2.4683E-008 1.2863E+000 1.2863E+000 1.4085E+001
2 Top 8.3285E+000 -5.7560E+000 -2.4683E-008 1.2863E+000 1.2863E+000 1.4085E+001
2 Bot 8.3285E+000 -5.7560E+000 -8.3825E-009 1.2863E+000 1.2863E+000 1.4085E+001
1 Top 8.3285E+000 -5.7560E+000 -8.3825E-009 1.2863E+000 1.2863E+000 -1.4085E+001
1 Bot 8.3285E+000 -5.7560E+000 7.9182E-009 1.2863E+000 1.2863E+000 -1.4085E+001
STRESS
PLY STRESSES IN MPa.
--------------------
Gilang Permata Khusuma13708050
Teknik Material
Ply No sigma-1 sigma-2 sigma-6 sigma-x sigma-y sigma-s
------- --------- --------- --------- --------- --------- ---------
4 Top 2.0000E+002 -8.2115E-006 7.9513E+001 1.7951E+002 2.0487E+001 -1.0000E+002
4 Bot 2.0000E+002 -4.0212E-005 7.9513E+001 1.7951E+002 2.0487E+001 -1.0000E+002
3 Top 2.0000E+002 -3.6434E-005 -7.9513E+001 1.7951E+002 2.0487E+001 1.0000E+002
3 Bot 2.0000E+002 -1.8323E-005 -7.9513E+001 1.7951E+002 2.0487E+001 1.0000E+002
2 Top 2.0000E+002 -1.8323E-005 -7.9513E+001 1.7951E+002 2.0487E+001 1.0000E+002
2 Bot 2.0000E+002 3.6773E-006 -7.9513E+001 1.7951E+002 2.0487E+001 1.0000E+002
1 Top 2.0000E+002 3.6773E-006 7.9513E+001 1.7951E+002 2.0487E+001 -1.0000E+002
1 Bot 2.0000E+002 -2.8323E-005 7.9513E+001 1.7951E+002 2.0487E+001 -1.0000E+002
LCSTART
LOAD CASE No. 2
==================
eps1 eps2 eps6 k1 k2 k6
----------- ----------- ----------- ----------- ----------- -----------
1.2863E-003 1.2863E-003 -2.4683E-011 6.4776E-008 6.4776E-008 -1.3041E-007
eps1o*1E3 eps2o*1E3 eps6o*1E3 eps1f*1E3 eps2f*1E3 eps6f*1E3
----------- ----------- ----------- ----------- ----------- -----------
1.2863E+000 1.2863E+000 -2.4683E-008 1.6194E-008 1.6194E-008 -3.2601E-008
N1 N2 N6 M1 M2 M6
----------- ----------- ----------- ----------- ----------- -----------
5.0000E+004 5.0000E+004 0.0000E+000 0.0000E+000 0.0000E+000 0.0000E+000
sigma1o sigma2o sigma6o sigma1f sigma2f sigma6f [MPa]
--------- --------- --------- --------- --------- ---------
1.00E+002 1.00E+002 0.00E+000 0.00E+000 0.00E+000 0.00E+000
Temperature_difference: -100.0 Moisture: 0.0050
-------------------------- ---------------------
STRAIN
PLY STRAINS (x 1000)
--------------------
Gilang Permata Khusuma13708050
Teknik Material
Ply No eps-1 eps-2 eps-6 eps-x eps-y eps-s
------- --------- --------- --------- --------- --------- ---------
4 Top 1.2863E+000 1.2863E+000 -5.7285E-008 1.2863E+000 1.2863E+000 -7.6668E-008
4 Bot 1.2863E+000 1.2863E+000 -4.0984E-008 1.2863E+000 1.2863E+000 -7.6668E-008
3 Top 1.2863E+000 1.2863E+000 -4.0984E-008 1.2863E+000 1.2863E+000 7.6668E-008
3 Bot 1.2863E+000 1.2863E+000 -2.4683E-008 1.2863E+000 1.2863E+000 7.6668E-008
2 Top 1.2863E+000 1.2863E+000 -2.4683E-008 1.2863E+000 1.2863E+000 7.6668E-008
2 Bot 1.2863E+000 1.2863E+000 -8.3825E-009 1.2863E+000 1.2863E+000 7.6668E-008
1 Top 1.2863E+000 1.2863E+000 -8.3825E-009 1.2863E+000 1.2863E+000 -7.6668E-008
1 Bot 1.2863E+000 1.2863E+000 7.9182E-009 1.2863E+000 1.2863E+000 -7.6668E-008
STRESS
PLY STRESSES IN MPa.
--------------------
Ply No sigma-1 sigma-2 sigma-6 sigma-x sigma-y sigma-s
------- --------- --------- --------- --------- --------- ---------
4 Top 1.0000E+002 1.0000E+002 7.9513E+001 1.7951E+002 2.0487E+001 1.0198E-006
4 Bot 1.0000E+002 1.0000E+002 7.9513E+001 1.7951E+002 2.0487E+001 1.0198E-006
3 Top 1.0000E+002 1.0000E+002 -7.9513E+001 1.7951E+002 2.0487E+001 -1.0198E-006
3 Bot 1.0000E+002 1.0000E+002 -7.9513E+001 1.7951E+002 2.0487E+001 -1.0198E-006
2 Top 1.0000E+002 1.0000E+002 -7.9513E+001 1.7951E+002 2.0487E+001 -1.0198E-006
2 Bot 1.0000E+002 1.0000E+002 -7.9513E+001 1.7951E+002 2.0487E+001 -1.0198E-006
1 Top 1.0000E+002 1.0000E+002 7.9513E+001 1.7951E+002 2.0487E+001 1.0198E-006
1 Bot 1.0000E+002 1.0000E+002 7.9513E+001 1.7951E+002 2.0487E+001 1.0198E-006
LCSTART
LOAD CASE No. 3
==================
eps1 eps2 eps6 k1 k2 k6
----------- ----------- ----------- ----------- ----------- -----------
1.2863E-003 1.2863E-003 -2.4683E-011 6.4776E-008 6.4776E-008 -1.3041E-007
eps1o*1E3 eps2o*1E3 eps6o*1E3 eps1f*1E3 eps2f*1E3 eps6f*1E3
----------- ----------- ----------- ----------- ----------- -----------
1.2863E+000 1.2863E+000 -2.4683E-008 1.6194E-008 1.6194E-008 -3.2601E-008
N1 N2 N6 M1 M2 M6
----------- ----------- ----------- ----------- ----------- -----------
Gilang Permata Khusuma13708050
Teknik Material
5.0000E+004 5.0000E+004 0.0000E+000 0.0000E+000 0.0000E+000 0.0000E+000
sigma1o sigma2o sigma6o sigma1f sigma2f sigma6f [MPa]
--------- --------- --------- --------- --------- ---------
1.00E+002 1.00E+002 0.00E+000 0.00E+000 0.00E+000 0.00E+000
Temperature_difference: -100.0 Moisture: 0.0050
-------------------------- ---------------------
STRAIN
PLY STRAINS (x 1000)
--------------------
Ply No eps-1 eps-2 eps-6 eps-x eps-y eps-s
------- --------- --------- --------- --------- --------- ---------
4 Top 1.2863E+000 1.2863E+000 -5.7285E-008 1.2863E+000 1.2863E+000 -7.6668E-008
4 Bot 1.2863E+000 1.2863E+000 -4.0984E-008 1.2863E+000 1.2863E+000 -7.6668E-008
3 Top 1.2863E+000 1.2863E+000 -4.0984E-008 1.2863E+000 1.2863E+000 7.6668E-008
3 Bot 1.2863E+000 1.2863E+000 -2.4683E-008 1.2863E+000 1.2863E+000 7.6668E-008
2 Top 1.2863E+000 1.2863E+000 -2.4683E-008 1.2863E+000 1.2863E+000 7.6668E-008
2 Bot 1.2863E+000 1.2863E+000 -8.3825E-009 1.2863E+000 1.2863E+000 7.6668E-008
1 Top 1.2863E+000 1.2863E+000 -8.3825E-009 1.2863E+000 1.2863E+000 -7.6668E-008
1 Bot 1.2863E+000 1.2863E+000 7.9182E-009 1.2863E+000 1.2863E+000 -7.6668E-008
STRESS
PLY STRESSES IN MPa.
--------------------
Ply No sigma-1 sigma-2 sigma-6 sigma-x sigma-y sigma-s
------- --------- --------- --------- --------- --------- ---------
4 Top 1.0000E+002 1.0000E+002 7.9513E+001 1.7951E+002 2.0487E+001 1.0198E-006
4 Bot 1.0000E+002 1.0000E+002 7.9513E+001 1.7951E+002 2.0487E+001 1.0198E-006
3 Top 1.0000E+002 1.0000E+002 -7.9513E+001 1.7951E+002 2.0487E+001 -1.0198E-006
3 Bot 1.0000E+002 1.0000E+002 -7.9513E+001 1.7951E+002 2.0487E+001 -1.0198E-006
2 Top 1.0000E+002 1.0000E+002 -7.9513E+001 1.7951E+002 2.0487E+001 -1.0198E-006
2 Bot 1.0000E+002 1.0000E+002 -7.9513E+001 1.7951E+002 2.0487E+001 -1.0198E-006
1 Top 1.0000E+002 1.0000E+002 7.9513E+001 1.7951E+002 2.0487E+001 1.0198E-006
1 Bot 1.0000E+002 1.0000E+002 7.9513E+001 1.7951E+002 2.0487E+001 1.0198E-006
LCSTART
Gilang Permata Khusuma13708050
Teknik Material
LOAD CASE No. 4
==================
eps1 eps2 eps6 k1 k2 k6
----------- ----------- ----------- ----------- ----------- -----------
-5.7560E-003 8.3285E-003 -2.4683E-011 -2.7937E-006 2.9232E-006 -1.3041E-007
eps1o*1E3 eps2o*1E3 eps6o*1E3 eps1f*1E3 eps2f*1E3 eps6f*1E3
----------- ----------- ----------- ----------- ----------- -----------
-5.7560E+000 8.3285E+000 -2.4683E-008 -6.9841E-007 7.3080E-007 -3.2601E-008
N1 N2 N6 M1 M2 M6
----------- ----------- ----------- ----------- ----------- -----------
0.0000E+000 1.0000E+005 0.0000E+000 0.0000E+000 0.0000E+000 0.0000E+000
sigma1o sigma2o sigma6o sigma1f sigma2f sigma6f [MPa]
--------- --------- --------- --------- --------- ---------
0.00E+000 2.00E+002 0.00E+000 0.00E+000 0.00E+000 0.00E+000
Temperature_difference: -100.0 Moisture: 0.0050
-------------------------- ---------------------
STRAIN
PLY STRAINS (x 1000)
--------------------
Ply No eps-1 eps-2 eps-6 eps-x eps-y eps-s
------- --------- --------- --------- --------- --------- ---------
4 Top -5.7560E+000 8.3285E+000 -5.7285E-008 1.2863E+000 1.2863E+000 1.4085E+001
4 Bot -5.7560E+000 8.3285E+000 -4.0984E-008 1.2863E+000 1.2863E+000 1.4085E+001
3 Top -5.7560E+000 8.3285E+000 -4.0984E-008 1.2863E+000 1.2863E+000 -1.4085E+001
3 Bot -5.7560E+000 8.3285E+000 -2.4683E-008 1.2863E+000 1.2863E+000 -1.4085E+001
2 Top -5.7560E+000 8.3285E+000 -2.4683E-008 1.2863E+000 1.2863E+000 -1.4085E+001
2 Bot -5.7560E+000 8.3285E+000 -8.3825E-009 1.2863E+000 1.2863E+000 -1.4085E+001
1 Top -5.7560E+000 8.3285E+000 -8.3825E-009 1.2863E+000 1.2863E+000 1.4085E+001
1 Bot -5.7560E+000 8.3285E+000 7.9182E-009 1.2863E+000 1.2863E+000 1.4085E+001
STRESS
Gilang Permata Khusuma13708050
Teknik Material
PLY STRESSES IN MPa.
--------------------
Ply No sigma-1 sigma-2 sigma-6 sigma-x sigma-y sigma-s
------- --------- --------- --------- --------- --------- ---------
4 Top -4.2115E-006 2.0000E+002 7.9513E+001 1.7951E+002 2.0487E+001 1.0000E+002
4 Bot -3.4212E-005 2.0000E+002 7.9513E+001 1.7951E+002 2.0487E+001 1.0000E+002
3 Top -3.0434E-005 2.0000E+002 -7.9513E+001 1.7951E+002 2.0487E+001 -1.0000E+002
3 Bot -3.2272E-007 2.0000E+002 -7.9513E+001 1.7951E+002 2.0487E+001 -1.0000E+002
2 Top -3.2272E-007 2.0000E+002 -7.9513E+001 1.7951E+002 2.0487E+001 -1.0000E+002
2 Bot 1.5677E-005 2.0000E+002 -7.9513E+001 1.7951E+002 2.0487E+001 -1.0000E+002
1 Top 1.5677E-005 2.0000E+002 7.9513E+001 1.7951E+002 2.0487E+001 1.0000E+002
1 Bot -1.2323E-005 2.0000E+002 7.9513E+001 1.7951E+002 2.0487E+001 1.0000E+002
DAT_R_VALUES
R_START
LOAD CASE No. 1
==================
Ply Angle Mat. h*1000 R-int/t R-int/b R-deg/t R-deg/b
--- ------ ------ -------- ---------- ---------- ---------- ----------
4 45.0 0 0.125 0.794 0.794 0.928 0.928
3 -45.0 0 0.125 0.794 0.794 0.928 0.928
2 -45.0 0 0.125 0.794 0.794 0.928 0.928
1 45.0 0 0.125 0.794 0.794 0.928 0.928
R_START
LOAD CASE No. 2
==================
Ply Angle Mat. h*1000 R-int/t R-int/b R-deg/t R-deg/b
--- ------ ------ -------- ---------- ---------- ---------- ----------
4 45.0 0 0.125 3.189 3.189 6.681 6.681
3 -45.0 0 0.125 3.189 3.189 6.681 6.681
2 -45.0 0 0.125 3.189 3.189 6.681 6.681
1 45.0 0 0.125 3.189 3.189 6.681 6.681
R_START
LOAD CASE No. 3
Gilang Permata Khusuma13708050
Teknik Material
==================
Ply Angle Mat. h*1000 R-int/t R-int/b R-deg/t R-deg/b
--- ------ ------ -------- ---------- ---------- ---------- ----------
4 45.0 0 0.125 3.189 3.189 6.681 6.681
3 -45.0 0 0.125 3.189 3.189 6.681 6.681
2 -45.0 0 0.125 3.189 3.189 6.681 6.681
1 45.0 0 0.125 3.189 3.189 6.681 6.681
R_START
LOAD CASE No. 4
==================
Ply Angle Mat. h*1000 R-int/t R-int/b R-deg/t R-deg/b
--- ------ ------ -------- ---------- ---------- ---------- ----------
4 45.0 0 0.125 0.794 0.794 0.928 0.928
3 -45.0 0 0.125 0.794 0.794 0.928 0.928
2 -45.0 0 0.125 0.794 0.794 0.928 0.928
1 45.0 0 0.125 0.794 0.794 0.928 0.928
Load Case FPF Ultimate Safety Limit* Limit
------------- ---------- ---------- ---------- ---------- ----------
1 0.794 0.928 1.50 0.619 0.619
2 3.189 6.681 1.50 4.454 3.189
3 3.189 6.681 1.50 4.454 3.189
4 0.794 0.928 1.50 0.619 0.619
1.c. IM6-Epoxy (+-30, +-60)s
LOAD CASE No. 1
==================
eps1 eps2 eps6 k1 k2 k6
----------- ----------- ----------- ----------- ----------- -----------
6.4900E-003 -3.3392E-003 1.8911E-003 2.5819E+001 3.9872E+000 1.9282E+000
eps1o*1E3 eps2o*1E3 eps6o*1E3 eps1f*1E3 eps2f*1E3 eps6f*1E3
----------- ----------- ----------- ----------- ----------- -----------
6.4900E+000 -3.3392E+000 1.8911E+000 6.4547E+000 9.9679E-001 4.8205E-001
N1 N2 N6 M1 M2 M6
----------- ----------- ----------- ----------- ----------- -----------
Gilang Permata Khusuma13708050
Teknik Material
1.0000E+005 0.0000E+000 0.0000E+000 0.0000E+000 0.0000E+000 0.0000E+000
sigma1o sigma2o sigma6o sigma1f sigma2f sigma6f [MPa]
--------- --------- --------- --------- --------- ---------
2.00E+002 0.00E+000 0.00E+000 0.00E+000 0.00E+000 0.00E+000
Temperature_difference: -100.0 Moisture: 0.0050
-------------------------- ---------------------
STRAIN
PLY STRAINS (x 1000)
--------------------
Ply No eps-1 eps-2 eps-6 eps-x eps-y eps-s
------- --------- --------- --------- --------- --------- ---------
4 Top 1.2945E+001 -2.3424E+000 2.3731E+000 4.5174E-001 1.0151E+001 1.2052E+001
4 Bot 9.7174E+000 -2.8408E+000 2.1321E+000 -6.2452E-001 7.5010E+000 9.8097E+000
3 Top 9.7174E+000 -2.8408E+000 2.1321E+000 1.2219E+000 5.6546E+000 -1.1942E+001
3 Bot 6.4900E+000 -3.3392E+000 1.8911E+000 -6.3070E-002 3.2138E+000 -9.4579E+000
2 Top 6.4900E+000 -3.3392E+000 1.8911E+000 3.2138E+000 -6.3069E-002 9.4579E+000
2 Bot 3.2626E+000 -3.8376E+000 1.6500E+000 7.7309E-001 -1.3481E+000 6.9740E+000
1 Top 3.2626E+000 -3.8376E+000 1.6500E+000 2.2021E+000 -2.7771E+000 -5.3240E+000
1 Bot 3.5298E-002 -4.3360E+000 1.4090E+000 -4.4741E-001 -3.8533E+000 -3.0812E+000
STRESS
PLY STRESSES IN MPa.
--------------------
Ply No sigma-1 sigma-2 sigma-6 sigma-x sigma-y sigma-s
------- --------- --------- --------- --------- --------- ---------
4 Top 2.0346E+002 3.2252E+001 -5.4210E+001 1.2200E+002 1.1371E+002 1.0124E+002
4 Bot 1.0454E+002 -1.3182E+002 3.9886E+001 -1.0727E+002 7.9990E+001 8.2401E+001
3 Top 2.0202E+002 1.2687E+002 1.3554E+002 2.6303E+002 6.5847E+001 -1.0031E+002
3 Bot 9.2070E+001 -6.6448E+001 2.1612E+001 -8.1015E+000 3.3724E+001 -7.9446E+001
2 Top 5.5777E+002 9.9936E+001 -2.3760E+002 6.4908E+002 8.6252E+000 7.9446E+001
2 Bot 1.5669E+002 -2.5178E+001 -4.0340E+001 1.4616E+002 -1.4646E+001 5.8582E+001
1 Top 3.5689E+002 5.0262E+001 1.7610E+002 4.3274E+002 -2.5591E+001 -4.4722E+001
1 Bot -7.3430E+001 -8.5871E+001 -4.0989E+001 -1.1204E+002 -4.7263E+001 -2.5882E+001
LCSTART
Gilang Permata Khusuma13708050
Teknik Material
LOAD CASE No. 2
==================
eps1 eps2 eps6 k1 k2 k6
----------- ----------- ----------- ----------- ----------- -----------
1.5754E-003 1.5754E-003 1.4857E-011 1.0916E+001 -1.0916E+001 1.9282E+000
eps1o*1E3 eps2o*1E3 eps6o*1E3 eps1f*1E3 eps2f*1E3 eps6f*1E3
----------- ----------- ----------- ----------- ----------- -----------
1.5754E+000 1.5754E+000 1.4857E-008 2.7290E+000 -2.7290E+000 4.8205E-001
N1 N2 N6 M1 M2 M6
----------- ----------- ----------- ----------- ----------- -----------
5.0000E+004 5.0000E+004 0.0000E+000 0.0000E+000 0.0000E+000 0.0000E+000
sigma1o sigma2o sigma6o sigma1f sigma2f sigma6f [MPa]
--------- --------- --------- --------- --------- ---------
1.00E+002 1.00E+002 0.00E+000 0.00E+000 0.00E+000 0.00E+000
Temperature_difference: -100.0 Moisture: 0.0050
-------------------------- ---------------------
STRAIN
PLY STRAINS (x 1000)
--------------------
Ply No eps-1 eps-2 eps-6 eps-x eps-y eps-s
------- --------- --------- --------- --------- --------- ---------
4 Top 4.3043E+000 -1.1536E+000 4.8205E-001 2.1671E-003 3.1486E+000 4.4857E+000
4 Bot 2.9399E+000 2.1090E-001 2.4103E-001 7.8877E-001 2.3620E+000 2.2428E+000
3 Top 2.9399E+000 2.1090E-001 2.4103E-001 9.9751E-001 2.1533E+000 -2.4839E+000
3 Bot 1.5754E+000 1.5754E+000 1.4857E-008 1.5754E+000 1.5754E+000 2.8102E-007
2 Top 1.5754E+000 1.5754E+000 1.4857E-008 1.5754E+000 1.5754E+000 -2.5850E-007
2 Bot 2.1090E-001 2.9399E+000 -2.4103E-001 9.9751E-001 2.1533E+000 -2.4839E+000
1 Top 2.1090E-001 2.9399E+000 -2.4103E-001 7.8877E-001 2.3620E+000 2.2428E+000
1 Bot -1.1536E+000 4.3043E+000 -4.8205E-001 2.1670E-003 3.1486E+000 4.4857E+000
STRESS
Gilang Permata Khusuma13708050
Teknik Material
PLY STRESSES IN MPa.
--------------------
Ply No sigma-1 sigma-2 sigma-6 sigma-x sigma-y sigma-s
------- --------- --------- --------- --------- --------- ---------
4 Top 5.8795E+001 -2.0589E+001 -6.6104E+000 4.9816E+000 3.3224E+001 3.7680E+001
4 Bot 7.7399E+001 1.1254E+002 -6.8109E+001 1.6273E+002 2.7199E+001 1.8840E+001
3 Top 8.8419E+001 1.4178E+002 8.7940E+001 2.0460E+002 2.5601E+001 -2.0864E+001
3 Bot 9.6003E+001 2.4566E+002 1.2961E+002 3.2049E+002 2.1175E+001 -8.0000E-006
2 Top 2.4566E+002 9.6003E+001 -1.2961E+002 3.2049E+002 2.1175E+001 -1.6000E-005
2 Bot 1.4178E+002 8.8419E+001 -8.7940E+001 2.0460E+002 2.5601E+001 -2.0864E+001
1 Top 1.1254E+002 7.7399E+001 6.8109E+001 1.6273E+002 2.7199E+001 1.8840E+001
1 Bot -2.0589E+001 5.8795E+001 6.6104E+000 4.9816E+000 3.3224E+001 3.7680E+001
LCSTART
LOAD CASE No. 3
==================
eps1 eps2 eps6 k1 k2 k6
----------- ----------- ----------- ----------- ----------- -----------
1.5754E-003 1.5754E-003 1.4857E-011 1.0916E+001 -1.0916E+001 1.9282E+000
eps1o*1E3 eps2o*1E3 eps6o*1E3 eps1f*1E3 eps2f*1E3 eps6f*1E3
----------- ----------- ----------- ----------- ----------- -----------
1.5754E+000 1.5754E+000 1.4857E-008 2.7290E+000 -2.7290E+000 4.8205E-001
N1 N2 N6 M1 M2 M6
----------- ----------- ----------- ----------- ----------- -----------
5.0000E+004 5.0000E+004 0.0000E+000 0.0000E+000 0.0000E+000 0.0000E+000
sigma1o sigma2o sigma6o sigma1f sigma2f sigma6f [MPa]
--------- --------- --------- --------- --------- ---------
1.00E+002 1.00E+002 0.00E+000 0.00E+000 0.00E+000 0.00E+000
Temperature_difference: -100.0 Moisture: 0.0050
-------------------------- ---------------------
STRAIN
PLY STRAINS (x 1000)
Gilang Permata Khusuma13708050
Teknik Material
--------------------
Ply No eps-1 eps-2 eps-6 eps-x eps-y eps-s
------- --------- --------- --------- --------- --------- ---------
4 Top 4.3043E+000 -1.1536E+000 4.8205E-001 2.1671E-003 3.1486E+000 4.4857E+000
4 Bot 2.9399E+000 2.1090E-001 2.4103E-001 7.8877E-001 2.3620E+000 2.2428E+000
3 Top 2.9399E+000 2.1090E-001 2.4103E-001 9.9751E-001 2.1533E+000 -2.4839E+000
3 Bot 1.5754E+000 1.5754E+000 1.4857E-008 1.5754E+000 1.5754E+000 2.8102E-007
2 Top 1.5754E+000 1.5754E+000 1.4857E-008 1.5754E+000 1.5754E+000 -2.5850E-007
2 Bot 2.1090E-001 2.9399E+000 -2.4103E-001 9.9751E-001 2.1533E+000 -2.4839E+000
1 Top 2.1090E-001 2.9399E+000 -2.4103E-001 7.8877E-001 2.3620E+000 2.2428E+000
1 Bot -1.1536E+000 4.3043E+000 -4.8205E-001 2.1670E-003 3.1486E+000 4.4857E+000
STRESS
PLY STRESSES IN MPa.
--------------------
Ply No sigma-1 sigma-2 sigma-6 sigma-x sigma-y sigma-s
------- --------- --------- --------- --------- --------- ---------
4 Top 5.8795E+001 -2.0589E+001 -6.6104E+000 4.9816E+000 3.3224E+001 3.7680E+001
4 Bot 7.7399E+001 1.1254E+002 -6.8109E+001 1.6273E+002 2.7199E+001 1.8840E+001
3 Top 8.8419E+001 1.4178E+002 8.7940E+001 2.0460E+002 2.5601E+001 -2.0864E+001
3 Bot 9.6003E+001 2.4566E+002 1.2961E+002 3.2049E+002 2.1175E+001 -8.0000E-006
2 Top 2.4566E+002 9.6003E+001 -1.2961E+002 3.2049E+002 2.1175E+001 -1.6000E-005
2 Bot 1.4178E+002 8.8419E+001 -8.7940E+001 2.0460E+002 2.5601E+001 -2.0864E+001
1 Top 1.1254E+002 7.7399E+001 6.8109E+001 1.6273E+002 2.7199E+001 1.8840E+001
1 Bot -2.0589E+001 5.8795E+001 6.6104E+000 4.9816E+000 3.3224E+001 3.7680E+001
LCSTART
LOAD CASE No. 4
==================
eps1 eps2 eps6 k1 k2 k6
----------- ----------- ----------- ----------- ----------- -----------
-3.3392E-003 6.4900E-003 -1.8911E-003 -3.9872E+000 -2.5819E+001 1.9282E+000
eps1o*1E3 eps2o*1E3 eps6o*1E3 eps1f*1E3 eps2f*1E3 eps6f*1E3
----------- ----------- ----------- ----------- ----------- -----------
-3.3392E+000 6.4900E+000 -1.8911E+000 -9.9679E-001 -6.4547E+000 4.8205E-001
Gilang Permata Khusuma13708050
Teknik Material
N1 N2 N6 M1 M2 M6
----------- ----------- ----------- ----------- ----------- -----------
0.0000E+000 1.0000E+005 0.0000E+000 0.0000E+000 0.0000E+000 0.0000E+000
sigma1o sigma2o sigma6o sigma1f sigma2f sigma6f [MPa]
--------- --------- --------- --------- --------- ---------
0.00E+000 2.00E+002 0.00E+000 0.00E+000 0.00E+000 0.00E+000
Temperature_difference: -100.0 Moisture: 0.0050
-------------------------- ---------------------
STRAIN
PLY STRAINS (x 1000)
--------------------
Ply No eps-1 eps-2 eps-6 eps-x eps-y eps-s
------- --------- --------- --------- --------- --------- ---------
4 Top -4.3360E+000 3.5297E-002 -1.4090E+000 -4.4741E-001 -3.8533E+000 -3.0812E+000
4 Bot -3.8376E+000 3.2626E+000 -1.6500E+000 2.2021E+000 -2.7771E+000 -5.3240E+000
3 Top -3.8376E+000 3.2626E+000 -1.6500E+000 7.7309E-001 -1.3481E+000 6.9740E+000
3 Bot -3.3392E+000 6.4900E+000 -1.8911E+000 3.2138E+000 -6.3070E-002 9.4579E+000
2 Top -3.3392E+000 6.4900E+000 -1.8911E+000 -6.3070E-002 3.2138E+000 -9.4579E+000
2 Bot -2.8408E+000 9.7174E+000 -2.1321E+000 1.2219E+000 5.6546E+000 -1.1942E+001
1 Top -2.8408E+000 9.7174E+000 -2.1321E+000 -6.2452E-001 7.5010E+000 9.8097E+000
1 Bot -2.3425E+000 1.2945E+001 -2.3731E+000 4.5174E-001 1.0151E+001 1.2053E+001
STRESS
PLY STRESSES IN MPa.
--------------------
Ply No sigma-1 sigma-2 sigma-6 sigma-x sigma-y sigma-s
------- --------- --------- --------- --------- --------- ---------
4 Top -8.5871E+001 -7.3430E+001 4.0989E+001 -1.1204E+002 -4.7263E+001 -2.5882E+001
4 Bot 5.0262E+001 3.5689E+002 -1.7610E+002 4.3274E+002 -2.5591E+001 -4.4722E+001
3 Top -2.5178E+001 1.5669E+002 4.0340E+001 1.4616E+002 -1.4646E+001 5.8582E+001
3 Bot 9.9936E+001 5.5777E+002 2.3760E+002 6.4908E+002 8.6252E+000 7.9446E+001
2 Top -6.6448E+001 9.2070E+001 -2.1612E+001 -8.1015E+000 3.3724E+001 -7.9446E+001
2 Bot 1.2686E+002 2.0202E+002 -1.3554E+002 2.6303E+002 6.5847E+001 -1.0031E+002
1 Top -1.3182E+002 1.0454E+002 -3.9886E+001 -1.0727E+002 7.9990E+001 8.2401E+001
1 Bot 3.2252E+001 2.0346E+002 5.4210E+001 1.2200E+002 1.1371E+002 1.0124E+002
Gilang Permata Khusuma13708050
Teknik Material
DAT_R_VALUES
R_START
LOAD CASE No. 1
==================
Ply Angle Mat. h*1000 R-int/t R-int/b R-deg/t R-deg/b
--- ------ ------ -------- ---------- ---------- ---------- ----------
4 -60.0 5 0.125 0.434 0.566 1.857 0.444
3 60.0 5 0.125 0.634 0.910 2.459 0.782
2 -30.0 5 0.125 1.279 1.874 1.114 0.459
1 30.0 5 0.125 2.340 2.746 1.494 0.522
R_START
LOAD CASE No. 2
==================
Ply Angle Mat. h*1000 R-int/t R-int/b R-deg/t R-deg/b
--- ------ ------ -------- ---------- ---------- ---------- ----------
4 -60.0 5 0.125 1.338 2.061 2.240 7.484
3 60.0 5 0.125 2.177 3.479 1.740 3.187
2 -30.0 5 0.125 3.479 2.177 3.187 1.740
1 30.0 5 0.125 2.061 1.338 7.484 2.240
R_START
LOAD CASE No. 3
==================
Ply Angle Mat. h*1000 R-int/t R-int/b R-deg/t R-deg/b
--- ------ ------ -------- ---------- ---------- ---------- ----------
4 -60.0 5 0.125 1.338 2.061 2.240 7.484
3 60.0 5 0.125 2.177 3.479 1.740 3.187
2 -30.0 5 0.125 3.479 2.177 3.187 1.740
1 30.0 5 0.125 2.061 1.338 7.484 2.240
R_START
LOAD CASE No. 4
==================
Gilang Permata Khusuma13708050
Teknik Material
Ply Angle Mat. h*1000 R-int/t R-int/b R-deg/t R-deg/b
--- ------ ------ -------- ---------- ---------- ---------- ----------
4 -60.0 5 0.125 2.746 2.340 0.522 1.494
3 60.0 5 0.125 1.874 1.279 0.459 1.114
2 -30.0 5 0.125 0.910 0.634 0.782 2.459
1 30.0 5 0.125 0.566 0.434 0.444 1.857
Load Case FPF Ultimate Safety Limit* Limit
------------- ---------- ---------- ---------- ---------- ----------
1 0.434 0.566 1.50 0.377 0.377
2 1.338 2.177 1.50 1.451 1.338
3 1.338 2.177 1.50 1.451 1.338
4 0.434 0.566 1.50 0.377 0.377
2. Crossply Kevlar-Epoxy
STRAIN
PLY STRAINS (x 1000)
--------------------
Ply No eps-1 eps-2 eps-6 eps-x eps-y eps-s
------- --------- --------- --------- --------- --------- ---------
4 Top 1.5512E-001 1.5512E-001 1.0000E-007 1.5512E-001 1.5512E-001 1.0000E-007
4 Bot 1.5512E-001 1.5512E-001 1.0000E-007 1.5512E-001 1.5512E-001 1.0000E-007
3 Top 1.5512E-001 1.5512E-001 1.0000E-007 1.5512E-001 1.5512E-001 -1.0000E-007
3 Bot 1.5512E-001 1.5512E-001 1.0000E-007 1.5512E-001 1.5512E-001 -1.0000E-007
2 Top 1.5512E-001 1.5512E-001 1.0000E-007 1.5512E-001 1.5512E-001 -1.0000E-007
2 Bot 1.5512E-001 1.5512E-001 1.0000E-007 1.5512E-001 1.5512E-001 -1.0000E-007
1 Top 1.5512E-001 1.5512E-001 1.0000E-007 1.5512E-001 1.5512E-001 1.0000E-007
1 Bot 1.5512E-001 1.5512E-001 1.0000E-007 1.5512E-001 1.5512E-001 1.0000E-007
STRESS
PLY STRESSES IN MPa.
--------------------
Ply No sigma-1 sigma-2 sigma-6 sigma-x sigma-y sigma-s
------- --------- --------- --------- --------- --------- ---------
4 Top 1.6243E+001 -1.6243E+001 7.1002E-007 1.6243E+001 -1.6243E+001 7.1002E-007
4 Bot 1.6243E+001 -1.6243E+001 7.1002E-007 1.6243E+001 -1.6243E+001 7.1002E-007
3 Top -1.6243E+001 1.6243E+001 -7.1002E-007 1.6243E+001 -1.6243E+001 -7.1002E-007
Gilang Permata Khusuma13708050
Teknik Material
3 Bot -1.6243E+001 1.6243E+001 -7.1002E-007 1.6243E+001 -1.6243E+001 -7.1002E-007
2 Top -1.6243E+001 1.6243E+001 -7.1002E-007 1.6243E+001 -1.6243E+001 -7.1002E-007
2 Bot -1.6243E+001 1.6243E+001 -7.1002E-007 1.6243E+001 -1.6243E+001 -7.1002E-007
1 Top 1.6243E+001 -1.6243E+001 7.1002E-007 1.6243E+001 -1.6243E+001 7.1002E-007
1 Bot 1.6243E+001 -1.6243E+001 7.1002E-007 1.6243E+001 -1.6243E+001 7.1002E-007
DAT_R_VALUES
R_START
LOAD CASE No. 1
==================
Ply Angle Mat. h*1000 R-int/t R-int/b R-deg/t R-deg/b
--- ------ ------ -------- ---------- ---------- ---------- ----------
4 0.0 0 0.125 -1.000 -1.000 -1.000 -1.000
3 90.0 0 0.125 -1.000 -1.000 -1.000 -1.000
2 90.0 0 0.125 -1.000 -1.000 -1.000 -1.000
1 0.0 0 0.125 -1.000 -1.000 -1.000 -1.000
Load Case FPF Ultimate Safety Limit* Limit
------------- ---------- ---------- ---------- ---------- ----------
1 -1.000 -1.000 1.50 -0.667 -1.000
Gilang Permata Khusuma13708050
Teknik Material
BAB IV.
ANALISIS DATA
1. Sifat-Sifat Elastitas
a. AS-3501 (02,902)s dengan AS-3501 (0,90)2sKedua jenis material komposit ini mempunyai jenis yang sama namun susunannya berbeda. Hal ini tidak berpengaruh terhadap Inplane Constants keduanya, yang artinya keduanya sama. Flexural Constants yang berbeda. Hal ini sudah pasti karena perbedaan orientasi penyusunan laminanya
b. Scotch-ply UD dengan Scotch-ply (0.90)2Pada jenis material komposit ini dengan susunan yang sudah diberikan terdapat persamaan antara Inplane Constants dan Flexural Constants masing-masing jenis material dengan masing-masing susunanannya. Hal ini dikarenakan perbedaan orientasi penyusunan laminanya.
2. Pembebanan dan Tegangan
1.a Scotch-ply UD
Tegangan dan regangan yang terjadi pada material ini merata pada setiap lapisan.
Hal ini dikarenakan teganan dan regangan pada jenis material komposit ini
didistribusikan secara merata. Tidak terdapat pembebanan akibat beban puntir
(arah 6)
1.b Scotch-ply (0,±45,90,0,±45,90)
Tegangan yang terjadi pada material ini juga merata pada setiap lapisan walaupun
orientasi lapisannya berbeda. hal ini dikarenakan tegangan dan regangan pada
jenis material ini didistribusikan secara merata walaupun lapisannya mempunyai
orientasi yang berbeda.
1.c IM6 epoxy (0,±45,90,0,±45,90)
Tegangan dan regangan yang terjadi pada material ini tidak merata pada setiap
lapisan.
Gilang Permata Khusuma13708050
Teknik Material
2. Scotch-ply UD
a. Pembebanan tarik biaksial masing-masing 10 N/mm
Arah 1 Regangan dan tegangan terdistribusi merata pada setiap lapisan.
Nilai regangan negative sedangkan nilai tegangan positif.
Arah 2 Regangan dan tegangan juga terdistribusi merata.
Nilai regangan pada arah 2 bernilai positif.
Regangan yang terjadi searah dengan arah pembebanan.
Arah 6 Tidak terjadi tegangan dan regangan geser pada pembebanan yang
diberikan.
b. Pembebanan geser 10 N/mm
Arah 1 Regangan normal yang terjadi bernilai negative.
Regangan yang terjadi tidak searah dengan pembebanan yang
diberikan.
Tegangan normal pada arah 1 bernilai 0.
Arah 2 Regangan normal yang terjadi bernilai positif.
Tidak terdapat tegangan normal pada arah ini.
Arah 6 Regangan dan tegangan geser yang terjadi pada arah ini terdistribusi
merata pada semua lapisan dan bernilai positif.
Terjadi regangan dan tegangan geser yang terjadi searah dengan arah
pembebanan.
c. Momen bending M1 sebesar 10 N
Arah 1 Regangan dan tegangan normal yang terjadi bernilai paling tinggi pada
lapisan paling luar.
Arah 2 Regangan normal yang terjadi paling tinggi pada lapisan paling luar,
namum besarnya lebih kecil jika dibandingkan dengan regangan
normal pada arah 1.
Tegangan normal yang terjadi hampir bernilai 0.Arah 6 Tidak terdapat regangan dan tegangan geser akibat pembebanan yang
Gilang Permata Khusuma13708050
Teknik Material
diberikan
d. Momen torsi sebesar 5 N
Arah 1 Regangan dan tegangan normal yang terjadi akibat pembebanan yang
diberikan bernilai sangat kecil.
Arah 2 Tidak ada regangan dan tegangan normal yang terjadi akibat pembebanan yang diberikan.
Arah 6 Tegangan dan regangan geser maksimum terjadi pada permukaan
nilainya semakin kecil
3.
a Scotch-ply UD
Regangan Tegangan
Regangan normal yang terjadi
bernilai negative dikarenakan
arah regangan yang berlawanan
dengan arah pembebanan yang
diberikan dan terdistribusi
merata pada semua lapisan. Hal
ini disebabkan pengaruh jenis
material komposit yang
mendistribusikan beban yang
diterima secara merata.
Regangan normal yang terjadi
bernilai positif dikarenakan
arah regangan yang searah
dengan arah pembebanan yang
diberikan dan terdistribusi
merata pada semua lapisan.
Tegangan normal yang terjadi
bernilai positif dan terdistribusi
merata pada semua lapisan. Hal
ini dikarenakan pengaruh jenis
material komposit yang
mendistribusikan beban yang
diterima secara merata.
Tegangan normal yang terjadi
bernilai sama dengan tegangan
normal yang terjadi pada arah 1
Gilang Permata Khusuma13708050
Teknik Material
b. Scotch-ply (0,±45,90,0,±45,90)
Regangan Tegangan
Regangan normal yang terjadi
bernilai negative dikarenakan
arah regangan yang berlawanan
dengan arah pembebanan yang
diberikan dan terdistribusi
merata pada semua lapisan. Hal
ini disebabkan pengaruh jenis
material komposit yang
mendistribusikan beban yang
diterima secara merata.
Regangan normal yang terjadi
bernilai positif dikarenakan
arah regangan yang searah
dengan arah pembebanan yang
diberikan dan terdistribusi
merata pada semua lapisan.
Tegangan normal yang terjadi
bernilai positif dan terdistribusi
merata pada semua lapisan. Hal
ini dikarenakan pengaruh jenis
material komposit yang
mendistribusikan beban yang
diterima secara merata.
Tegangan normal yang terjadi
bernilai sama dengan tegangan
normal yang terjadi pada arah 1.
c. IM6 epoxy (0,±45,90,0,±45,90)
Regangan Tegangan
Regangan normal maksimum
berada pada lapisan terakhir
(arah 90) dikarenakan orientasi
lapisan ini berlawanan dengan
Tegangan normal maksimum
berada pada lapisan dengan
orientasi 0 dikarenakan orientasi
lapisan ini searah dengan arah
Gilang Permata Khusuma13708050
Teknik Material
arah pembebanan dan berada
pada lapisan paling luar.
regangan geser maksimum tidak
disebabkan oleh tegangan geser
maksimum. Fenomena ini dapat
disebabkan oleh arah orientasi
dari lapisan dan posisi
penempatan lapisan tersebut.
pembebanan
Tegangan normal maksimum
berada pada lapisan dengan
orientasi 90 dikarenakan
orientasi lapisan ini searah
dengan arah pembebanan
.
3. Kegagalan pada Laminat
1.a. B-N5505 UD
Tegangan Rasio
tegangan
Faktor
keamanan
tarik-tarik Distribusi merata pada
setiap lapisan.
Hanya terjadi tegangan
normal.
Semua lapisan akan
patah bersamaan.
Di sebelah
kiri angka 1
8.237E-001.
tarik-tekan Distribusi merata pada
setiap lapisan.
Hanya terjadi tegangan
normal.
Semua lapisan akan
patah bersamaan.
Di sebelah
kiri angka 1
2.648E-001.
tekan-tarik Distribusi merata pada Di sebelah 8.170E-001.
Gilang Permata Khusuma13708050
Teknik Material
setiap lapisan.
Hanya terjadi tegangan
normal.
Semua lapisan akan
patah bersamaan.
kiri angka 1
tekan-tekan Distribusi merata pada
setiap lapisan.
Hanya terjadi tegangan
normal.
Semua lapisan akan
patah bersamaan.
Di sebelah
kiri angka 1
2.319E-001.
1.b B-N5505 (± 45)s
Tegangan Rasio
tegangan
Faktor
keamanan
tarik-tarik Distribusi merata pada
setiap lapisan.
Semua lapisan akan
patah bersamaan.
Tegangan geser
maksimum (+) terjadi
pada lapisan dengan
orientasi +45 dan
tegangan geser minimum
(-) terjadi pada lapisan
dengan orientasi -45.
Di sebelah
kiri angka 1
2.200E-001.
tarik-tekan Distribusi merata pada
setiap lapisan.
Melewati
angka 1
1.414E+000.
Gilang Permata Khusuma13708050
Teknik Material
Semua lapisan akan
patah bersamaan.
Tegangan geser
maksimum (+) terjadi
pada lapisan dengan
orientasi +45 dan
tegangan geser minimum
(-) terjadi pada lapisan
dengan orientasi -45.
tekan-tarik Distribusi merata pada
setiap lapisan.
Semua lapisan akan
patah bersamaan.
Tegangan geser
maksimum (+) terjadi
pada lapisan dengan
orientasi +45 dan
tegangan geser minimum
(-) terjadi pada lapisan
dengan orientasi -45.
Melewati
angka 1
1.414E+000.
tekan-tekan Distribusi merata pada
setiap lapisan.
Semua lapisan akan
patah bersamaan.
Tegangan geser
maksimum (+) terjadi
pada lapisan dengan
orientasi -45 dan
tegangan geser minimum
(-) terjadi pada lapisan
Di sebelah
kiri angka 1
9.074E-002.
Gilang Permata Khusuma13708050
Teknik Material
dengan orientasi +45.
1.c IM6-epoxy (±30,±60)s
Tegangan Rasio
tegangan
Faktor
keamanan
tarik-tarik Tegangan normal
maksimum terjadi pada
lapisan dengan orientasi
±30 pada arah 1.
Pada arah 2 tegangan
normal maksimum terjadi
pada lapisan dengan
orientasi ±60.
Di sebelah
kiri angka 1
2.891E-002.
tarik-tekan Tegangan normal
maksimum terjadi pada
lapisan dengan orientasi
±30 pada arah 1.
Pada arah 2 tegangan
normal maksimum terjadi
pada lapisan dengan
orientasi ±60.
Nilai maksimum untuk
arah 1 > arah 2 maka
lapisan yang akan patah
pertama kali adalah
lapisan pertama, kedua,
ketujuh dan kedelapan.
Di sebelah
kiri angka 1
2.429E-001.
tekan-tarik Tegangan normal
maksimum terjadi pada
Di sebelah
kiri angka 1
2.429E-001
Gilang Permata Khusuma13708050
Teknik Material
lapisan dengan orientasi
±30 pada arah 2.
Pada arah 1 tegangan
normal maksimum terjadi
pada lapisan dengan
orientasi ±60.
Nilai maksimum untuk
arah 2 > arah 1 maka
lapisan yang akan patah
pertama kali adalah
lapisan ketiga, keempat,
kelima dan keenam.
tekan-tekan Tegangan normal
maksimum terjadi pada
lapisan dengan orientasi
±30 pada arah 1.
Pada arah 2 tegangan
normal maksimum terjadi
pada lapisan dengan
orientasi ±60.
Nilai maksimum untuk arah
2 = arah 1
Di sebelah
kiri angka 1
1.197E-001.
2. Cross-ply Kevlar-epoxy
Rasio tegangan belum melewati angka 1 yang berarti bahwa material komposit ini
tidak patah dengan pembebanan yang terjadi.
BAB V.
SIMPULAN
Gilang Permata Khusuma13708050
Teknik Material
1. Teori Laminat Klasik (Classical Laminate Theorem) merupakan metode
untuk menganalisa material komposit berupa laminat secara makromekanik.
Parameter yang dipengaruhi oleh pemilihan material komposit dan cara
penyusunannya:
a. Kekakuan
b. Distribusi tegangan
c. Perilaku kegagalan
2. Diperoleh nilai konstanta teknik, stress, stress, strain, dan safety factor yang
dipengaruhi oleh parameter pemilihan material berdasar teori laminat klasik.
DAFTAR PUSTAKA
Gilang Permata Khusuma13708050
Teknik Material
Tsai, S., W., Introduction to Composite Material, westport, Tehcnomic
Publishing Co, Inc. 1980
Europoco, module 4, Composite Science and Technology
Tsai S, W, Composite Design
LAMPIRAN
TUGAS TAMBAHAN
Gilang Permata Khusuma13708050
Teknik Material
Untuk menentukan nilai FPF yang terjadi berdasarkan nilai R-int yang paling
kecil dari lapisan. Untuk menentukan nilai LPF yang terjadi berdasarkan nilai R-
deg yang paling kecil dari lapisan. Untuk menentukan kekuatan ultimate
ditentukan dari R-int dan R-deg yang paling besar dari tiap lapisannya, lalu
menentukan besarnya σ1, σ2, σ6 dari lapisan tersebut. Nilai tersebutlah yang
menjadi kekuatan tarik dari material tersebut.
RANGKUMAN PRAKTIKUM
Gilang Permata Khusuma13708050
Teknik Material
Material komposit merupakan gabungan dari dua atau lebih material dimana sifat-
sifat dari maerial pembentuknya masih terlihat secara makro.
Skema perhitungan lengkap dari teori laminat klasik diperlihatkan pada Gambar 5 di bawah ini.
M atera l properties Lam inate stacking sequence
Asbolute stiffness m atrixNorm alised stiffness m atrixAbsolute com pliance m atrixNorm alised com pliance m atrixEngineering constants
[T][S ], [C ]
G lobal stressesG lobal stra insPly stresses (1, 2)
Loads and m om entsHygrotherm al loads
Ply stra ins (x,y)
P ly stresses (x,y)
Failure?
[T]
[S ], [C ]
Failure criterion
Kegagalan pada komposit ada 2 jenis, yaitu :
FPF = First Ply Failure (kegagalan yang terjjadi dimana matriks sudah
rusak ketika diberi pembebanan, tapi serat masih bisa menahan
pembebanan tersebut)
Gilang Permata Khusuma13708050
Teknik Material
FC 90°
FC 0°
FP F
LPF = Last Ply Failure (kegagalan yang terjadi dimana matriks dan serat
sudah putus ketika diberi pembebanan)
FC 0°degraded
FC 90°degraded
LPF