期刊文献+

一种求解板壳非线性问题的有效解法 被引量:1

An Analytic-numerical Method for Solving Rectangular Plates and Shells with Large Deflection Displacement
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摘要 求解板壳非线性问题以往常用近似方法 ,但解的精度不高 ,求解过程繁琐 .笔者在前期研究的基础上 ,以四边固支扁壳为例说明了解法导出步骤 ,归纳总结出了求解板壳非线性问题的解析 -数值方法 .实算表明 ,该法对求解板壳非线性问题极为有效 . An approximate method for solving the non linear displacement of orthotropic plates and shells has been apllied so far.This method can't obtain precise solution and its solving process is havey and complicated.An Analytic numerical method for solving rectanyular plates and shells with large deflection displacement is presented and a solution for four sides fixed supported shallow shell is summed up.Calculation exercises show that this method is very efficient to solve the guestion of the plates and shells with large displacement.
出处 《武汉交通科技大学学报》 2000年第6期627-629,共3页 Journal of Wuhan University of Technology(Transportation Science & Engineering)
关键词 板壳 非线性 固支边界 解析数值解法 plates and shells non linear boundary of fixed supported analytic numerical method
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二级参考文献9

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共引文献8

同被引文献7

  • 1Ramesh T C, Ganesan N. The harmonic response of cylindrical shells with constrained damping treatment[J].Sound Vib,1995-.180(5) :745-756.
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  • 4Lee I, Oh I K, Shin W H,et al. Dynamic characteristics of cylindrical composite panels with co-cured and constrained viscoelastic layers[J]. JSME Int J Ser C, 2002,45(1) :16-25.
  • 5Wang H J ,Chen L W. Finite element dynamic analysis of orthotropic cylindrical shells with aconstrained damping layer[J]. Finite Elements in Analysis and Design,2004,40(12):737-755.
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