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    王博

    • 教授     博士生导师   硕士生导师
    • 主要任职:Deputy director of State Key Lab of Structural Analysis for Industrial Equipment
    • 其他任职:工业装备结构分析国家重点实验室副主任
    • 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
    • 办公地点:工程力学系系楼304房间
    • 联系方式:办公电话: 0411-84706608; 手机: 壹叁玖肆贰捌伍玖捌伍伍
    • 电子邮箱:wangbo@dlut.edu.cn

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    New analytic free vibration solutions of rectangular thin plates resting on multiple point supports

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    论文类型:期刊论文

    发表时间:2016-05-01

    发表刊物:INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES

    收录刊物:SCIE、EI

    卷号:110

    页面范围:53-61

    ISSN号:0020-7403

    关键字:Analytic solution; Free vibration; Rectangular thin plate; Multiple point supports

    摘要:Free vibration solution of a free rectangular thin plate resting on multiple point supports has been a topic of fundamental importance in mechanical engineering. It is well known that various approximate/numerical methods have been developed to solve the problems, but exact analytic solutions, as the benchmarks, are rarely reported in the literature. This is attributed to the difficulty in seeking the solutions that satisfy the governing fourth-order partial differential equation (PDE) with the completely free boundary conditions as well as the support conditions. In this paper, we present a successful endeavor to address the issue with our recently developed symplectic superposition method for free vibration problems. A general set of equations are obtained for determining the natural frequencies and mode shapes of the plates with any point supports. Seventeen typical combinations of support locations are investigated for the plates with three or four point supports. The obtained solutions are all shown by the numerical results listed for comparison with those by the well-accepted finite element method (FEM), and very good agreement is observed. This study provides some useful benchmark solutions of the point-supported free rectangular plates, and demonstrates an effective analytic approach to solving similar boundary value problems which have not been well settled by other analytic methods. (C) 2016 Elsevier Ltd. All rights reserved.