• 更多栏目

    郑勇刚

    • 教授     博士生导师   硕士生导师
    • 主要任职:力学与航空航天学院副院长
    • 其他任职:工程力学系副主任(分管本科生、研究生培养)
    • 性别:男
    • 毕业院校:大连理工大学
    • 学位:博士
    • 所在单位:力学与航空航天学院
    • 学科:工程力学. 计算力学. 生物与纳米力学
    • 办公地点:一号综合实验楼620B房间
    • 电子邮箱:zhengyg@dlut.edu.cn

    访问量:

    开通时间:..

    最后更新时间:..

    GENERALIZED FOUR-NODE PLANE RECTANGULAR AND QUADRILATERAL ELEMENTS AND THEIR APPLICATIONS IN THE MULTISCALE ANALYSIS OF HETEROGENEOUS STRUCTURES

    点击次数:

    论文类型:期刊论文

    发表时间:2013-01-01

    发表刊物:INTERNATIONAL JOURNAL FOR MULTISCALE COMPUTATIONAL ENGINEERING

    收录刊物:SCIE、EI、Scopus

    卷号:11

    期号:1,SI

    页面范围:71-91

    ISSN号:1543-1649

    关键字:generalized rectangular element; generalized four-node quadrilateral element; finite element method; homogenization method

    摘要:Homogenization methods have been widely used in the multiscale analysis of heterogeneous structures. For two-dimensional problems, microscale and macroscale computations in these methods are mainly conducted based on conventional plane rectangular and isoparametric elements due to their simplicity. However, since the coupled deformation among different directions is intrinsically ignored in these elements, they may reduce the efficiency of the homogenization methods and thus a dense mesh needs to be used to obtain more reliable and accurate results. To overcome these deficiencies, generalized rectangular and quadrilateral elements with four nodes for plane problems are developed in this paper. The coupled additional terms are introduced in the interpolation shape functions without increasing the number of degrees of freedom of the elements. Based on the elastic equations of equilibrium within the elements, analytical formulas of these functions are derived under linear boundary conditions. It is demonstrated that two kinds of elements can represent three rigid body modes and ensure the passage of the patch test for the requirement of convergence; and are all compatible. In addition, several elements with different forms of the coupled additional terms are also constructed. The verification and accuracy of the new developed elements are examined by means of numerical examples. The homogenization analysis for two-dimensional heterogeneous structures based on the developed elements is performed and the advantages of these elements over the conventional four-node plane rectangular and isoparametric quadrilateral elements are discussed. It is demonstrated that the new elements can be successfully used for the multiscale analysis of heterogeneous structures.