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正交异性板的极限承载力分析
引用本文:王应良 强士中. 正交异性板的极限承载力分析[J]. 钢结构, 1999, 14(4): 46-48
作者姓名:王应良 强士中
作者单位:西南交通大学!成都610031
摘    要:采用平面壳单元和荷载增量法,对采用U型加劲肋的正交异性板考虑几何和材料非线性进行极限承载力分析,得到的结论有助正交异性极的设计。

关 键 词:正交异性板  极限承载力  非线性有限元

THE ULTIMATE BEARING CAPACITY OF ORTHOTROPIC PLATE STEEL DECK
Wang ying liang, Oiang shi zhong. THE ULTIMATE BEARING CAPACITY OF ORTHOTROPIC PLATE STEEL DECK[J]. Steel Construction, 1999, 14(4): 46-48
Authors:Wang ying liang   Oiang shi zhong
Affiliation:Southwest Jiaotong university chengdu 610031
Abstract:In this paper, on the basis of sheel element and loading increment method, The ultimate bearing capacity orthotropic plate with U shape rib was analysised, Both of the geometry nolinear and material nolinear were taken into consideration, the result can provide some help for the orthotropic plate desinger.
Keywords:orthotropic plate ultimate bearing capacity nolinear finite element  
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