基于多项式的CCCS各向同性矩形薄板非线性分析

Enem, J. I
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引用次数: 0

摘要

本文旨在建立一个用于CCCS各向同性矩形薄板非线性分析的多项式函数。前人利用三角函数作为解耦Von Karman方程的形状函数,分别得到了特定的应力和位移函数。三角函数只能有效地用于SSSS和CCCC板;除了这些边界条件外,它的效率降低了。因此,本文使用多项式函数来表示CCCS板的近似形状函数。将直接变分演算应用于Von Karman方程,得到最小总势能的一般形式,并以此作为确定系数因子(振幅或挠度系数)的平台。利用振幅方程求得CCCS板在单位荷载作用下的数值。这些值是在不同的纵横比下获得的(范围从1到1.5,增量为0.1)。本工作与之前的工作[1]进行了比较,结果的百分比差异在可接受的范围内。结果表明,本文所采用的方法对于CCCS矩形板的分析是充分、可靠和令人满意的。
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Polynomial Based Nonlinear Analysis of CCCS Thin Isotropic Rectangular Plate
This work is aimed at formulating a polynomial function for the nonlinear analysis of CCCS isotropic rectangular thin plate. The previous researchers used trigonometry function as their shape function on the decoupled Von Karman’s equations to obtain particular stress and displacement function respectively. Trigonometry function can only be used effectively for SSSS and CCCC plates; apart from these boundaries conditions its efficiency reduces. This present work hence used a polynomial function to formulate the approximate shape function for the CCCS plate. Direct variational calculus was used applied on Von Karman’s equations to obtain the general form of minimized total potential energy which serves as a platform for the determination of coefficient factor( Amplitude or coefficient of deflection). The numerical values of CCCS plate under unit load were obtained using Amplitude equation formulated. These values were obtained for various aspect ratio (ranging from 1 to 1.5 with an increment of 0.1). This work was compared with the previous work [1] and the percentage difference in the results are within the acceptable limit. This results indicate that the approach adopted by the present work is adequate, reliable and satisfactory for the analysis of CCCS rectangular plate.
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