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Elastostatic analysis of two-directional functionally graded beams using various beam theories and Symmetric Smoothed Particle Hydrodynamics method

机译:运用各种射束理论和对称平滑粒子流体动力学方法对双向功能梯度梁进行弹塑性分析

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The elastostatic behaviour of two-directional functionally graded beams (FGBs) subjected to various sets of boundary conditions are investigated for the first time by using the Euler-Bernoulli, Timoshenko and Reddy-Bickford beam theories and the Symmetric Smoothed Particle Hydrodynamics (SSPH) method. To validate the developed code, a simply supported conventional FGB problem is studied and the comparison studies are performed along with the analytical solutions and the results from previous studies. The numerical calculations in terms of maximum dimensionless transverse deflections, dimensionless axial and transverse shear stresses are performed based on different beam theories with varying gradation exponents (power-law index), different aspect ratios (L/h) and sets of boundary conditions. (C) 2016 Elsevier Ltd. All rights reserved.
机译:使用Euler-Bernoulli,Timoshenko和Reddy-Bickford束理论以及对称平滑粒子流体动力学(SSPH)方法,首次研究了在不同边界条件集下的双向功能梯度梁(FGB)的弹力行为。 。为了验证开发的代码,研究了一个简单支持的常规FGB问题,并与分析解决方案和先前研究的结果一起进行了比较研究。在最大无量纲横向挠度,无量纲轴向和横向剪切应力方面,基于具有不同渐变指数(幂律指数),不同长宽比(L / h)和边界条件集的不同梁理论进行了数值计算。 (C)2016 Elsevier Ltd.保留所有权利。

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