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含剪切自由度的厚薄通用三角形层合板单元
引用本文:田娇,蔡永昌,田龙岗,戴子枢.含剪切自由度的厚薄通用三角形层合板单元[J].同济大学学报(自然科学版),2013,41(12):1781-1786.
作者姓名:田娇  蔡永昌  田龙岗  戴子枢
作者单位:同济大学土木工程学院地下建筑与工程系,同济大学土木工程学院地下建筑与工程系,同济大学土木工程学院地下建筑与工程系
基金项目:国家重点基础研究发展计划(2011CB013800);长江学者和创新团队发展计划(IRT1029),国家“九七三”重点基础研究发展计划(项目编号)
摘    要:基于一阶剪切变形理论(FSDT),构造了一种新型的消除剪切闭锁的三角形层合板单元,简记为CDST-S6单元。该单元剪应变场及单元转角场由结点包含有两个剪切自由度的DST-S6单元理论确定,不需要借助减缩积分、假设应力或应变等辅助数学手段,也不会产生对稳定性带来影响的附加零能模式,较好地解决了厚薄板单元的剪切闭锁难题,且其公式推导过程和最终的表达式比目前能考虑剪切变形的绝大多数层合板单元更为简单,可方便地进行有限元数值求解分析。数值算例表明,CDST-S6单元有较高的精度和收敛性,是一种厚薄通用的优质层合板单元。

关 键 词:一阶剪切变形理论  剪切闭锁  层合板  剪切自由度
收稿时间:2012/12/19 0:00:00
修稿时间:3/6/2013 12:00:00 AM

A New Laminated Plate Element CDST S6 for Thin or Thick Plates
TIAN Jiao,CAI Yongchang,TIAN Longgang and DAI Zishu.A New Laminated Plate Element CDST S6 for Thin or Thick Plates[J].Journal of Tongji University(Natural Science),2013,41(12):1781-1786.
Authors:TIAN Jiao  CAI Yongchang  TIAN Longgang and DAI Zishu
Institution:Department of Geotechnical Engineering of Tongji University,Department of Geotechnical Engineering of Tongji University,Department of Geotechnical Engineering of Tongji University
Abstract:Based on the first-order shear deformation laminated plate theory (FSDT), a new three node triangular laminated plate element, labeled here as CDST-S6, is proposed. The transverse shear strains and rotations of the element are the same with DST-S6 (Discrete Shear Triangular element with 6 extra Shear degrees of freedom). The proposed CDST-S6 can eliminate the shear locking, without any numerical expediencies such as the reduced integration, the use of assumed strains/stresses, or the need for the stabilization of the attendant zero energy mode. The expression of the CDST-S6 is simple in formulation and easy to be implemented by using finite element method. Numerical examples indicate that the element has high accuracy and high convergence rates for the solving of both thin and thick laminated plates.
Keywords:FSDT  shear locking  laminated plate  shear degrees of freedom
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