VN1981
Aerospace
- Sep 29, 2015
- 186
Hello,
I am heavily modifying my earlier post/thread (actually I prematurely deleted the earlier thread I had created).
Just to provide some background. I am analyzing a test case of an Titanium-Al Honeycomb Panel subjected to an uniform pressure with all sides simply supported. The facesheets are of Ti & the core is of 5052 Al.
Modeled the panel using 2D CQUAD elements with PCOMP (12I/T^3, Ts/T etc) definitions.
Up on further research, I found some miscalculations and omissions in my PSHELL definition and thus modified/updated the definition and reran the analysis.
I am getting fairly good agreement with hand calc values (< 5% difference) on peak deflection and facesheet stresses. However, I am unable to extract any transverse shear forces or stresses values from post-processor.
In the F06 file, I can see running Qx & Qy plate shear forces output.
How do I determine the core shear stress values, should I manually calculate the shear stresses from Qx & Qy values? Am I missing something?
- VN
I am heavily modifying my earlier post/thread (actually I prematurely deleted the earlier thread I had created).
Just to provide some background. I am analyzing a test case of an Titanium-Al Honeycomb Panel subjected to an uniform pressure with all sides simply supported. The facesheets are of Ti & the core is of 5052 Al.
Modeled the panel using 2D CQUAD elements with PCOMP (12I/T^3, Ts/T etc) definitions.
Up on further research, I found some miscalculations and omissions in my PSHELL definition and thus modified/updated the definition and reran the analysis.
I am getting fairly good agreement with hand calc values (< 5% difference) on peak deflection and facesheet stresses. However, I am unable to extract any transverse shear forces or stresses values from post-processor.
In the F06 file, I can see running Qx & Qy plate shear forces output.
How do I determine the core shear stress values, should I manually calculate the shear stresses from Qx & Qy values? Am I missing something?
- VN