Shakedown analysis of axisymmetric elastic-perfectly plastic sandwich shells is performed here using a new upper bound formulation based on a special form of Koiter's theorem concerning piecewise linearized yield surfaces. Starting from finite element techniques and the Tresca sandwich yield conditi
Numerical lower bound shakedown analysis of engineering structures
โ Scribed by Jaan-Willem Simon; Dieter Weichert
- Publisher
- Elsevier Science
- Year
- 2011
- Tongue
- English
- Weight
- 893 KB
- Volume
- 200
- Category
- Article
- ISSN
- 0045-7825
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โฆ Synopsis
a b s t r a c t
We propose a numerical method for the computation of shakedown loads of engineering structures subjected to varying thermo-mechanical loading. The method is based on Melan's lower bound shakedown theorem using the von Mises yield criterion. The resulting nonlinear convex optimization problem is presented in a generalized formulation and then solved by an interior-point algorithm, which is characterized by a problem-tailored solution strategy, particularly suitable for application to large-scale engineering structures.
Theoretical and numerical issues of the algorithm are described. It's efficiency is shown by application to thermo-mechanical problems from power plant engineering. The results are compared to those found in literature as well as to calculations with other optimization codes LANCELOT, IPOPT and IPDCA.
๐ SIMILAR VOLUMES
a b s t r a c t Shakedown analysis is a powerful tool for assessing the safety of structures under variable repeated loads. By using the element free Galerkin (EFG) method and non-linear programming, a novel numerical solution procedure is developed to perform lower bound shakedown analysis of struc