| 计算地基板挠度的一种边界元法 |
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| 引用本文： | 曾德荣,胡国华.计算地基板挠度的一种边界元法[J].重庆大学学报(社会科学版),1995,1(6). |
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| 作者姓名： | 曾德荣 胡国华 |
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| 作者单位： | 重庆大学重大力学系 研究生(曾德荣)，重庆大学工程力学系 (胡国华) |
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| 摘 要： | 利用汉克尔变换推导了弹性半空间地基板挠度的基本解;然后建立了其挠度的边界积分方程;讨论了均质弹性半空间地基上夹住过板,简支边板的挠度边界积分方程;建立了边界值的一般代数方程组;并给出了算例。
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| 关 键 词： | 边界元法 板 数值方法 |
Analyzing the Stiffness of Foundation Plate By BEM |
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| Zeng Deirong Hu Guohua.Analyzing the Stiffness of Foundation Plate By BEM[J].Journal of Chongqing University(Social Sciences Edition),1995,1(6). |
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| Authors: | Zeng Deirong Hu Guohua |
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| Institution: | Zeng Deirong Hu Guohua |
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| Abstract: | This paper derives the basic solution of elastic half-space foundation plate by Hankel transform. Then its boundary integral equation of distortion is established. The paper discusses boundary integral equation on plate of fixxing and / or simple support boundary. Then a system of algebraic equations for the boundary values are established. A numerical example is given,its result shows that this Method is correct. |
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| Keywords: | BEM plate numerical method |
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