ADroutsas
Structural
- Nov 25, 2016
- 4
Hello everybody,
I have a simple question regarding the stresses through the thickness at a composite laminate. I have created a simple rectangular area with shell181 elements(KEYOPT(8)=1) and I have given a lay-up sequence through Preprocessor>Sections>Shell>Add/Edit. Then, I constrained one end and I put an out of plane (regarding the plane of the shell) concentrated load at the other end. I want to check the stresses through the thickness of the laminate but I cannot find the correct command at the General Post proc. Any input can be valuable.
I have a simple question regarding the stresses through the thickness at a composite laminate. I have created a simple rectangular area with shell181 elements(KEYOPT(8)=1) and I have given a lay-up sequence through Preprocessor>Sections>Shell>Add/Edit. Then, I constrained one end and I put an out of plane (regarding the plane of the shell) concentrated load at the other end. I want to check the stresses through the thickness of the laminate but I cannot find the correct command at the General Post proc. Any input can be valuable.