Optimal stress recovery points for higher-order bar elements by Prathap's best-fit method

S. Rajendran
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引用次数: 3

Abstract

Barlow was the first to propose a method to predict optimal stress recovery points in finite elements (FEs). Prathap proposed an alternative method that is based on the variational principle. The optimal points predicted by Prathap, called Prathap points in this paper, have been reported in the literature for linear, quadratic and cubic elements. Prathap points turn out to be the same as Barlow points for linear and quadratic bar elements but different for cubic bar element. Nevertheless, for all the three elements, Prathap points coincide with the reduced Gaussian integration points. In this paper, an alternative implementation of Prathap's best-fit method is used to compute Prathap points for higher-order (viz., 4–10th order) bar elements. The effectiveness of Prathap points as points of accurate stress recovery is verified by actual FE analysis for typical bar problems. Copyright © 2008 John Wiley & Sons, Ltd.
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用Prathap最佳拟合方法求高阶杆件的最优应力恢复点
Barlow首先提出了一种方法来预测有限元(FEs)的最佳应力恢复点。Prathap提出了一种基于变分原理的替代方法。Prathap预测的最优点(本文称为Prathap点)已在线性、二次元和三次元的文献中得到报道。对于线性和二次杆单元,Prathap点与Barlow点相同,但对于三次杆单元,Prathap点不同。然而,对于所有这三个元素,Prathap点与简化的高斯积分点一致。在本文中,使用Prathap的最佳拟合方法的另一种实现来计算高阶(即4 - 10阶)杆元素的Prathap点。通过对典型杆件的有限元分析,验证了Prathap点作为精确应力恢复点的有效性。版权所有©2008 John Wiley & Sons, Ltd
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