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An enhanced numerical procedure for the shakedown analysis in multidimensional loading domains

•An enhanced direct method for the shakedown analysis of elastoplastic structures.•Approach is twice as fast compared to the original one.•Formulated in a 3D thermomechanical loading domain.•Running time almost the same for 2D and 3D domains.•Automation of the approach in any n-dimensional loading d...

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Published in:Computers & structures 2017-12, Vol.193, p.155-171
Main Authors: Spiliopoulos, K.V., Panagiotou, K.D.
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Language:English
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description •An enhanced direct method for the shakedown analysis of elastoplastic structures.•Approach is twice as fast compared to the original one.•Formulated in a 3D thermomechanical loading domain.•Running time almost the same for 2D and 3D domains.•Automation of the approach in any n-dimensional loading domain. The Residual Stress Decomposition Method for Shakedown (RSDM-S) is a new iterative direct method to estimate the shakedown load in a 2-dimensional (2D) loading domain. It may be implemented to any existing finite element code, without the need to use a mathematical programming algorithm. An improved and enhanced RSDM-S is proposed herein. A new convergence criterion is presented that makes the procedure almost double as fast. At the same time, the procedure is formulated in a 3-dimensional (3D) polyhedral loading domain, consisting of independently varying mechanical and thermal loads. Using a cyclic loading program that follows the outline of this domain, it is shown that there is hardly any increase in the computational time when passing from a 2D to a 3D domain. Finally, keeping the efficiency, using an alternative cyclic loading program, an automation of the approach to any n-dimensional loading domain is presented. Examples of application are included.
doi_str_mv 10.1016/j.compstruc.2017.08.008
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The Residual Stress Decomposition Method for Shakedown (RSDM-S) is a new iterative direct method to estimate the shakedown load in a 2-dimensional (2D) loading domain. It may be implemented to any existing finite element code, without the need to use a mathematical programming algorithm. An improved and enhanced RSDM-S is proposed herein. A new convergence criterion is presented that makes the procedure almost double as fast. At the same time, the procedure is formulated in a 3-dimensional (3D) polyhedral loading domain, consisting of independently varying mechanical and thermal loads. Using a cyclic loading program that follows the outline of this domain, it is shown that there is hardly any increase in the computational time when passing from a 2D to a 3D domain. Finally, keeping the efficiency, using an alternative cyclic loading program, an automation of the approach to any n-dimensional loading domain is presented. 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ispartof Computers & structures, 2017-12, Vol.193, p.155-171
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1879-2243
language eng
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subjects Algorithms
Cyclic loading
Cyclic loads
Direct methods
Finite element analysis
Finite element method
Iterative methods
Load
Materials fatigue
Mathematical programming
Numerical algorithms
Plasticity
Residual stress
Residual stresses
Shakedown
Shakedown analysis
title An enhanced numerical procedure for the shakedown analysis in multidimensional loading domains
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