Large deflections of thin elastic plates of arbitrary shape placed on elastic foundation under both uniform load and a concentrated load at the centre; a simplified approach

S. CHANDA; M.M. BANERJEE

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Large deflections of thin elastic plates of arbitrary shape placed on elastic foundation under both uniform load and a concentrated load at the centre; a simplified approach

机译：在均匀载荷和中心集中载荷作用下，放置在弹性基础上的任意形状的薄弹性板的大挠度；简化方法

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This paper aims at finding the effect of an elastic foundation on the large deflections of thin elastic plates of arbitrary shape under two different kinds of loading. The analysis is based on Berger's [1] assumptions in conjunction with the theory of constant deflection contour lines.

机译：本文旨在寻找两种不同载荷下弹性地基对任意形状的弹性薄板大挠度的影响。该分析基于Berger [1]的假设以及恒定挠度轮廓线的理论。

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《European Journal of Mechanical and Environmental Engineering》 |1995年第4期|p.215-218|共4页
作者
S. CHANDA; M.M. BANERJEE;
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Department of Physics A.C. College Jalpaiguri India;

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正文语种 eng
中图分类机械、仪表工业;
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Large deflections of thin elastic plates of arbitrary shape placed on elastic foundation under both uniform load and a concentrated load at the centre; a simplified approach

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