A one-stress problem in CAESAR2

2016-05-13View Original

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I’m in urgent need of help; I hope some expert can resolve my doubts. I would be extremely grateful. After I calculated a model using CAESAR2, the stress shown was the sum of axial stress and bending stress, but why isn’t it the same for me? For some nodes, the primary stress is equal to the axial stress plus four times the square of the bending stress plus four times the square of the torsional stress, all taken to the power of one half; for other nodes, it’s not clear at all how to determine the primary stress. I earnestly ask experts to help solve this problem. Thank you so much

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A one-stress problem in CAESAR2

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