Hi,
I'm currently performing simulations related to fixed fixed condition in plane buckling of corrugated sandwich panels. I have several samples, where certain samples show global buckling behavior while some show local buckling behavior. I do not have problem related global buckling as eigenvalue load is close to the theoretical value, but for samples with local buckling i get improper answers on Ansys Workbench. I'm currently implementing SOLID186 for both the face sheets and core. Can you please provide any support related to this matter.
Regards,
kairox19
I'm currently performing simulations related to fixed fixed condition in plane buckling of corrugated sandwich panels. I have several samples, where certain samples show global buckling behavior while some show local buckling behavior. I do not have problem related global buckling as eigenvalue load is close to the theoretical value, but for samples with local buckling i get improper answers on Ansys Workbench. I'm currently implementing SOLID186 for both the face sheets and core. Can you please provide any support related to this matter.
Regards,
kairox19