An Iterative Method for Solving Static Piping Analysis Including Friction Between Pipes and Support

M. Anderegg
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Abstract

We present an iterative method to solve static piping analysis including Coulomb friction between pipes and supports. It is known that the most stable method to find the solution of this problem is to look for the correct stiffness to add in the plane orthogonal to the direction of the restraints for the resulting forces to be of correct intensity. The naivest way to pick the stiffnesses at each step is to choose the ones that would give the correct forces intensities if the displacements were correct. It is very effective in term of precision, but sometimes slow in term of execution. The penalty comes from the fact that the stiffness matrix is different at each iteration and thus that it must be factorized again. In this article we propose a way to increase the speed of convergence: selecting a subset of supports among the ones where convergence is the worst, and introducing sub-iterations focusing only on those supports can reduce the number of main iterations. Those sub-iterations can be calculated at a much lesser cost than the main ones by using the generalized Sherman-Morrison formula. This algorithm was successfully implemented into the piping analysis software PIPESTRESS version 3.9.1 developed by DST Computer Services SA (the version number is temporary, the release date is Q3/Q4 of 2018).
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考虑管道与支架摩擦的管道静力分析迭代求解方法
提出了一种包含管道与支架间库仑摩擦的管道静力分析迭代求解方法。已知求解该问题最稳定的方法是在与约束方向正交的平面上寻找正确的刚度,使所得到的力具有正确的强度。在每个步骤中选择刚度的最天真的方法是选择那些在位移正确的情况下会给出正确的力强度的方法。它在精度方面非常有效,但在执行方面有时很慢。惩罚来自于每次迭代时刚度矩阵不同的事实,因此它必须再次被分解。在本文中,我们提出了一种提高收敛速度的方法:在收敛性最差的支持中选择一个子集,并引入只关注这些支持的子迭代,这样可以减少主迭代的次数。通过使用广义Sherman-Morrison公式,可以以比主迭代低得多的成本计算这些子迭代。该算法已成功实现到DST计算机服务公司开发的管道分析软件pipesstress 3.9.1版本中(版本号为临时,发布日期为2018年Q3/Q4)。
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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