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Blast Loads on Frames

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mikemot420

mikemot420

Structural
Sep 8, 2004
1
I've been working on ABAQUS for about 6 months now and I've been trying to put blast loads along the columns of a simple frame. I have them modeled as line loads right now, but I am getting a notable amount of out of plane behavior and nonsymmetric strain across the section points of my I-beam, which I can't explain because all of the loading is in the xy-plane.

Any help would be appreciated
 
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