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非线性弹性地基上圆薄板的大挠度问题
引用本文:王新志,荣海敏,赵永刚.非线性弹性地基上圆薄板的大挠度问题[J].兰州理工大学学报,2001,27(4):102-103.
作者姓名:王新志  荣海敏  赵永刚
作者单位:甘肃工业大学基础科学系,
摘    要:首先提出多变参数修正迭代法,且用此法研究了非线性弹性地基上圆板在均布载荷作用下的大挠度问题,求得了精确度较高的二次解析解,与线弹性地基上圆板的大挠度进行了比较,完全吻合了物理意义,工程中可参考应用.

关 键 词:变参数  迭代法  非线性弹性地基
文章编号:1000-5889(2001)04-0102-02
修稿时间:2001年2月26日

Large deflection problem of circular thin plate on non-linear elastic foundation
WANG Xinzhi,RONG Haimin,ZHAO Yonggang.Large deflection problem of circular thin plate on non-linear elastic foundation[J].Journal of Lanzhou University of Technology,2001,27(4):102-103.
Authors:WANG Xinzhi  RONG Haimin  ZHAO Yonggang
Abstract:An iteration method with multiple variable parameter correction is presented first. Then the large deflection problem of circular plate fixed on nonlinear elastic foundation and subjected to uniform load is investigated by using this method and an analytic solution of degree 2 with higher accuracy is obtained. Compared to the solution of the same problem but with linear elastic foundation, it is found that the solu- tion obtained has reasonable physical meaning and could be taken as a reference in engineering.
Keywords:variable parameter  iteration method  nonlinear elastic foundation
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