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八节点非协调实体板单元
引用本文:许德胜,凌道盛,王燕,肖汝诚.八节点非协调实体板单元[J].计算力学学报,2009,26(2):264-269.
作者姓名:许德胜  凌道盛  王燕  肖汝诚
作者单位:1. 同济大学土木工程学院,上海,200092
2. 浙江大学建筑工程学院,杭州,310027
摘    要:通过为三维实体等参元附加非协调位移模式,构造了能反映横向剪切变形影响的非协调实体板单元.单元采用完全的三维应力应变本构关系和实体几何描述,可给出板的三维应力状态.为确保不规则单元通过分片检验,推导了显式表达的非协调位移修正项.算例表明:单元无多余零能模式,对中厚板可给出满意的计算精度.

关 键 词:实体板元  非协调元  分片检验  中厚板
收稿时间:1/9/2007 12:00:00 AM

Eight-node incompatible solid-plate element
XU De-sheng,LING Dao-sheng,WANG Yan and XIAO Ru-cheng.Eight-node incompatible solid-plate element[J].Chinese Journal of Computational Mechanics,2009,26(2):264-269.
Authors:XU De-sheng  LING Dao-sheng  WANG Yan and XIAO Ru-cheng
Institution:1.School of Civil Engineering;Tongji University;Shanghai 200092;China;2.School of Civil Engineering and Architecture;Zhejiang University;Hangzhou 310027;China
Abstract:A solid-plate finite element formulation,which takes account of the transverse shear deformation,is developed directly from the ordinary eight-node solid element.To avoid locking phenomena,we use the incompatible displacement methods.The formulation has only translational displacement degrees of freedom and the geometry in the thickness direction is correctly displayed.One important advantage of the element is the fact that a fully three-dimensional stress state can be modelled without any modification of t...
Keywords:solid-plate element  incompatible element  patch test condition  moderately thick plates  
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