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正交各向异性薄板的弹塑性屈曲分析
引用本文:刘腾喜,黄世清,傅衣铭,丁皓江.正交各向异性薄板的弹塑性屈曲分析[J].上海力学,2002,23(4):552-557.
作者姓名:刘腾喜  黄世清  傅衣铭  丁皓江
作者单位:[1]浙江大学建筑工程学院,杭州310027 [2]湖南大学工程力学系,长沙410082
基金项目:国家科委九五攻关项目基金(95-A22-03-04)
摘    要:本文应用混合硬化正交各向异性塑性理论和屈曲的能量法则,推导了正交各向异性薄板在面内压缩情况下的弹塑性稳定方程,计算了相应的临界荷载,并讨论几何形状、边界条件及诱导荷载比等对临界应力的影响。分析表明材料的各向异性性质对弹塑性临界应力的有较大的影响。

关 键 词:正交各向异性  弹塑性  屈曲  临界应力
修稿时间:2001年11月21

Elasto-plastic Buckling Analysis for Orthotropic Plates
LIU Teng-xi,HUANG Shi-qing,FU Yi-ming,DING Hao-jiang.Elasto-plastic Buckling Analysis for Orthotropic Plates[J].Chinese Quarterly Mechanics,2002,23(4):552-557.
Authors:LIU Teng-xi  HUANG Shi-qing  FU Yi-ming  DING Hao-jiang
Abstract:Based on the plastic theory of mixed hardening orthotropic material and the energy principle of buckling, the elasto-plastic stability equations were established and the critical stresses were calculated for orthotropic plates under in-plane pressing. The influences of geometry of plates and ratio of loads along two directions on the elastic-plastic critical stresses were discussed. The numerical examples show that the influence of orthotropy of material is unignorable.
Keywords:orthotropic  elastic-plastic  buckling  critical stress
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