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Static analysis of functionally graded plates using new non-polynomial displacement fields via Carrera Unified Formulation

机译:通过Carrera统一配方使用新的非多项式位移场功能梯度板的静态分析

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摘要

This paper presents a static analysis of functionally graded (FG) single and sandwich plates using Carrera Unified Formulation with five new displacement fields of the non-polynomial form. In particular, trigonometric, exponential and hyperbolic displacement fields are employed. The simply supported FG single and sandwich plates are subjected to a bi-sinusoidal load. The governing equations for the static bending analysis are obtained employing the Principal of Virtual Displacement (PVD) under CUF and solved using Navier type solutions. The results show that non-polynomial thickness functions are accurate although, in a few cases, the influence of some non-polynomial terms may be detrimental
机译:本文介绍了使用Carrera Unified配方的功能梯度(FG)单和夹层板的静态分析,其中包含非多项式形式的五种新位移场。特别地,采用三角,指数和双曲线位移场。简单地支持的FG单和夹层板受到双窦荷载荷。在CUF下采用虚拟位移(PVD)的主体获得静态弯曲分析的控制方程,并使用Navier型解决方案解决。结果表明,非多项式厚度功能是准确的,但在几种情况下,一些非多项式术语的影响可能是有害的

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