APPLICATION OF THE SIMPLIFIED ANALYSIS TO REAL STRUCTURES

机译：简化分析在实际结构中的应用

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This paper concerns the limit state and residual stress assessment in the thin shell structures submitted to cyclic loading. A simplified analysis has been proposed by J. Zarka in order to predict the nature of this limit state. This method is computed with a standard industrial finite element code. In comparison to incremental formulations, this approach decreases significantly the duration of the calculations.

机译：本文涉及承受循环载荷的薄壳结构的极限状态和残余应力评估。 J. Zarka提出了一种简化的分析方法，以预测此极限状态的性质。用标准的工业有限元代码计算该方法。与增量公式相比，此方法显着减少了计算时间。

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来源
《2002 ASME Pressure Vessels and Piping Conference, Aug 5-9, 2002, Vancouver, British Columbia, Canada》|2002年|p.181-187|共7页
会议地点 Vancouver(CA)
作者
Khalij Leila; Hariri Saled; Vaucher Rachel;
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作者单位

Ecole des Mines de Douai, Dpt MCM, 941 rue Charles Bourseul, B.P. 838, 59508 Douai, France;

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会议组织
原文格式 PDF
正文语种 eng
中图分类力学;
关键词
simplified analysis; incremental method; limit state; residual stresses; thin shell; radial cyclic loading;

机译：简化分析；增量法极限状态残余应力；薄壳径向循环载荷;

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APPLICATION OF THE SIMPLIFIED ANALYSIS TO REAL STRUCTURES

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