Mertsi1340
Mechanical
- Aug 25, 2006
- 15
Hi,
I am doing a linear buckling of a structure which consists of shell and stiffener plate. I am interested in the modes where the maximum occurs in the stiffener paltes only but in order to reach a load multiplier value of 25 i need almost 550 modes. Going through all these results one by one and examining whether the max occurs in the shell or stiffeners is quite laborious.
I could put all the stiffeners in a "Named Selection" and scope the results to this named selection only but that still does not eliminate the need to go through all the results.
Is there a macro or commands snippet where I could achieve this goal? Can anyone suggest a way of solving this problem?
I am doing a linear buckling of a structure which consists of shell and stiffener plate. I am interested in the modes where the maximum occurs in the stiffener paltes only but in order to reach a load multiplier value of 25 i need almost 550 modes. Going through all these results one by one and examining whether the max occurs in the shell or stiffeners is quite laborious.
I could put all the stiffeners in a "Named Selection" and scope the results to this named selection only but that still does not eliminate the need to go through all the results.
Is there a macro or commands snippet where I could achieve this goal? Can anyone suggest a way of solving this problem?