Time-step constraints in transient coupled finite element analysis

被引:27
|
作者
Cui, W. [1 ]
Gawecka, K. A. [1 ]
Taborda, D. M. G. [1 ]
Potts, D. M. [1 ]
Zdravkovic, L. [1 ]
机构
[1] Univ London Imperial Coll Sci Technol & Med, Civil & Environm Engn, London, England
基金
英国工程与自然科学研究理事会;
关键词
advection-diffusion equation; finite element methods; geomechanics; thermal effects; fluid-solid systems; DISCRETE MAXIMUM PRINCIPLE; CONSOLIDATION; RADIATION;
D O I
10.1002/nme.5141
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In transient finite element analysis, reducing the time-step size improves the accuracy of the solution. However, a lower bound to the time-step size exists, below which the solution may exhibit spatial oscillations at the initial stages of the analysis. This numerical 'shock' problem may lead to accumulated errors in coupled analyses. To satisfy the non-oscillatory criterion, a novel analytical approach is presented in this paper to obtain the time-step constraints using the theta-method for the transient coupled analysis, including both heat conduction-convection and coupled consolidation analyses. The expressions of the minimum time-step size for heat conduction-convection problems with both linear and quadratic elements reduce to those applicable to heat conduction problems if the effect of heat convection is not taken into account. For coupled consolidation analysis, time-step constraints are obtained for three different types of elements, and the one for composite elements matches that in the literature. Finally, recommendations on how to handle the numerical 'shock' issues are suggested. Copyright (C) 2015 John Wiley & Sons, Ltd.
引用
收藏
页码:953 / 971
页数:19
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