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用边界元法求解分层弹性地基上的中厚板
引用本文:李慧,赵世伟,杜永峰,兰倩. 用边界元法求解分层弹性地基上的中厚板[J]. 甘肃科学学报, 2004, 16(1): 105-108
作者姓名:李慧  赵世伟  杜永峰  兰倩
作者单位:兰州理工大学,土木工程学院,甘肃,兰州,730050
摘    要:针对弹性地基上的中厚板,提供了一种内力和位移计算的新方法,将地基取为有限分层弹性体,利用Businesq空间解答计算地基接口刚度矩阵,并采用边界元法推导了求解中厚板内力和位移的数值解模型,算例结果表明,采用边界元法在收敛性和计算精度方面都有更大的优势。

关 键 词:边界元法 分层总和法 中厚板 筏基 内力 位移 计算方法 中厚板 分层弹性地基
文章编号:1004-0366(2004)01-0105-04
修稿时间:2003-03-10

Analysis of Thick Plates on Layered Elastic Foundation by the Boundary Element Method
LI Hui,ZHAO Shi-wei,DU Yong-feng,LAN Qian. Analysis of Thick Plates on Layered Elastic Foundation by the Boundary Element Method[J]. Journal of Gansu Sciences, 2004, 16(1): 105-108
Authors:LI Hui  ZHAO Shi-wei  DU Yong-feng  LAN Qian
Abstract:A new method is given for calculating the displacements and internal forces of thick plates on the elastic foundation. The soil is regarded as a layered elastomer, and the stiffness of the ground is derived by using Businesq solution in 3-D elastic half space. A numerical model for calculating the displacements and internal forces of thick plates is developed by the boundary element method. The result of numerical example shows that the proposed method has considerable advantages over other methods both in convergence and accuracy.
Keywords:boundary element method  summing-in-layers method  thick plate raft foundation
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