欢迎光临《计算力学学报》官方网站!
肖其林,凌中,吴永礼.偶应力问题的杂交/混合元分析[J].计算力学学报,2003,20(4):427~433
本文二维码信息
码上扫一扫!
偶应力问题的杂交/混合元分析
Hybrid/mixed finite element analysis of couple-stress problems
  修订日期:2001-12-26
DOI:10.7511/jslx20034081
中文关键词:  偶应力理论 弹性力学 杂交/混合元分析 罚函数 应力集中 稳定性条件
英文关键词:couple stress theory,hybrid/mixed finite element,penalty function,stability condition
基金项目:国家自然科学基金 (50 1 72 0 53)资助项目
肖其林  凌中  吴永礼
中国科学院力学研究所非线性力学国家重点实验室 北京100080 (肖其林,凌中)
,中国科学院力学研究所非线性力学国家重点实验室 北京100080(吴永礼)
摘要点击次数: 1557
全文下载次数: 12
中文摘要:
      将弹性力学中Hellinger—Reissner交分原理推广到偶应力理论中,并以罚函数的形式引入其约束条件,提出了一种有效的杂交/混合单元。文中分别分析了带中心小孔平板在轴向均匀加载时的应力集中情况,以及含中问裂纹的无限平板单轴拉伸时的位移场和应力场。算例表明,该单元计算效率高,精度好,即使在材料本征长度很小时,仍然能够得到相当理想的结果。
英文摘要:
      In this paper the Hellinger Reissner variational principle in classical elastic i ty is extended to couple stress theory.Based on the generalized variational pri n ciple,a new effective hybrid/mixed finite element method for couple stress theo r y is put forward and its constraint is introduced by a penalty function techniqu e.In addition,the single element stability conditions and its patch stability te st are discussed.Farther the verification for the element eigenvalues makes sure that th e present mothod is reliable.Two numerical examples are given: the stress concen tration around a central circular hole in a uniformly axially loaded field,and t he displacement and stress fields around a crack in an infinite plate of uni ax i al tension.The numerical results show that the present method has high efficienc y and good accuracy.The considerably satisfying results can be obtained, even if the characteristic length is very small.
查看全文  查看/发表评论  下载PDF阅读器
您是第12828681位访问者
版权所有:《计算力学学报》编辑部
本系统由 北京勤云科技发展有限公司设计