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caesar2で計算された各応力は、どのようにして一次応力に組み合わせられるのか

2018-01-03View Original

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例えば、私のある応力計算結果は次の通りです:軸方向応力20116.7KP、曲げ応力6868.8KP、ねじり応力386.4KP、環状応力42217.4KP、最大応力強度47652.4KP、平面内外増大係数2.236、節点圧力10317.8KP。先ほどの応力をどのように組み合わせて、ノード圧力10317.8KPを得たのでしょうか。
Reply #22018-03-25
すみません、初めて投稿するので間違えてしまいました

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