Development of Polynomial Based Program for Nonlinear Isotropic Rectangular Thin Plate

Enem, J. I
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Abstract

The work is aim at the development of a computer program for the nonlinear analysis of rectangular thin isotropic plate on Ritz method. Twelve boundary conditions were analyzed which include: SSSS, CCCC, CSCS, CSSS, CCSS, CCCS, CCFC, SSFS, CCFS, SCFC, CSFS, and SCFS. General expressions for displacement and stress functions for large deflection of isotropic thin rectangular plate under uniformly distributed transverse loading were obtained by direct integration of Von karman’s non-linear governing differential compatibility and equilibrium equations. Polynomial function as shape function was on the decoupled Von Karman’s equations to obtain particular stress and displacement functions respectively. Non-linear total potential Energy was formulated using Von Karman equilibrium equation and Ritz method was deployed in this formulation. A computer based program was developed using Matlab programming language to circumvent the challenges involved in solving the governing differential equations of thin rectangular plates. The developed program is capable of determining deflection and stresses at any point of the plate against the usual method of evaluating deflection at the center. The results obtained were compared with those of previous researchers The comparison made are only for SSSS, CCCC and CCCS plates. It was so because the remaining boundary conditions considered in this work have not been researched upon by previous researchers. From results obtained, the average percentage differences recorded for SSSS, CCCC, and CCCS plates for the present and previous studies are 4.01978%, 3.7646%, and 5.02% respectively. The percentage differences for the three plates compared are within acceptable limit of 0.05 or 5% level of significance in statistics. From the comparison made, it was obvious that an excellent agreement was observed in all cases thus indicating applicability and validity of the polynomial function and computer program for solving exact plate bending problems.
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非线性各向同性矩形薄板的多项式程序开发
本文的目的是开发一个用里兹法进行矩形各向同性薄板非线性分析的计算机程序。分析了12种边界条件,包括:SSSS、CCCC、CSCS、CSSS、CCSS、CCCS、CCFC、SSFS、CCFS、SCFC、CSFS和SCFS。通过对Von karman非线性控制微分相容方程和平衡方程的直接积分,得到了均布横向荷载作用下各向同性矩形薄板大挠度位移和应力函数的一般表达式。在解耦的Von Karman方程上采用多项式函数作为形状函数,分别得到特定的应力和位移函数。非线性总势能采用冯·卡门平衡方程,采用里兹方法。利用Matlab编程语言编写了基于计算机的程序,解决了求解矩形薄板控制微分方程的难题。开发的程序能够确定板的任何一点的挠度和应力,而不是通常的评估中心挠度的方法。所得结果与前人的研究结果进行了比较,所做的比较仅针对SSSS、CCCC和CCCS板。这是因为在这项工作中考虑的其余边界条件没有被以前的研究人员研究过。从得到的结果来看,本研究和以往研究中SSSS、CCCC和CCCS板的平均百分比差异分别为4.01978%、3.7646%和5.02%。三种板间比较的百分比差异在统计学显著性水平0.05或5%的可接受范围内。从所做的比较中可以看出,在所有情况下都观察到很好的一致性,从而表明多项式函数和计算机程序在求解精确板弯曲问题中的适用性和有效性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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