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弹性地基板广义边值问题的边界元法
引用本文:郑小平,姚振汉. 弹性地基板广义边值问题的边界元法[J]. 工程力学, 1995, 0(4)
作者姓名:郑小平  姚振汉
作者单位:清华大学
摘    要:本文利用Hankel变换导出了弹性地基板弯曲问题的基本解,该基本解对于Winkler地基、Pasternak地基和弹性半空间地基模型具有统一的表达形式。在此基础上,建立了适用于弹性地基板广义边值问题的边界积分方程组,最后文中给出了若干数值算例。

关 键 词:弹性地基板,广义边值问题,Hankel变换,边界元法

BOUNDARY ELEMENT METHOD FOR THE GENERALIZED BOUNDARY VALUE PROBLEMS OF PLATE ON ELASTIC FOUNDATION
Zheng Xiaoping, Yao Zheuhan. BOUNDARY ELEMENT METHOD FOR THE GENERALIZED BOUNDARY VALUE PROBLEMS OF PLATE ON ELASTIC FOUNDATION[J]. Engineering Mechanics, 1995, 0(4)
Authors:Zheng Xiaoping   Yao Zheuhan
Affiliation:Tsinghua University
Abstract:In this paper the fundamental solution of a plate on elastic foundation is derived by Hankel transforms. which is suitable for all three different kinds of foundation Winkler,Pasternak and the elastic half-space model. For the generalized boundary value problem a complete set of baundary integral equations and the relevant numerical scheme are established.Finally the effectiveness of the proposed method is illustrated by several examples.
Keywords:plate on elastic foundation   generalized boundary value problem   Hankel transform   boundary element method
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