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未名之鯤銀蟲 (小有名氣)
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[求助]
有l(wèi)icense的童鞋幫我看一下這個錯誤怎么解決，鏈接如下
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錯誤number：1150 http://www.comsol.com/support/knowledgebase/1150/ |
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mikefallon
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【答案】應(yīng)助回帖
★ ★ ★ ★ ★ ★ ★
感謝參與，應(yīng)助指數(shù) +1
xiegangmai: 金幣+2, 謝謝參與！ 2013-03-10 22:37:21
未名之鯤: 金幣+5 2013-03-11 08:58:15
感謝參與，應(yīng)助指數(shù) +1
xiegangmai: 金幣+2, 謝謝參與！ 2013-03-10 22:37:21
未名之鯤: 金幣+5 2013-03-11 08:58:15
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1. Problem Description Why do I get the error Failed to compute elastoplastic strain variables when using plasticity/concrete/soil plasticity? 2. Solution This happens because the elastoplastic element cannot evaluate a plastic step if the current stress state is outside of the yield surface. There are two situations where you may encounter this problem: In the first load step The elastoplastic element fails to evaluate the consistence conditions (due to either loads, displacements, initial stress/strains), and it fails to compute the first elastic-predictor step. That is, your initial state, e.g. assumed in-situ stresses in a geomechanical problem are outside the yield surface. During postprocessing When results are requested at other positions than the Gauss points, the elastoplastic element actually performs a stress computation. If the gradients of the elastoplastic strains are a large within an element this computation may fail. If this happens, use the Gauss point variables such as solid.sGpx instead of general variables like solid.sx. |
2樓2013-03-10 14:24:59
★
xiegangmai: 金幣+1, 謝謝參與！ 2013-04-02 23:59:03
xiegangmai: 金幣+1, 謝謝參與！ 2013-04-02 23:59:03
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3樓2013-04-02 17:27:49
4樓2013-04-03 13:41:09
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