A dual algorithm for shakedown analysis of plate bending
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Publication:2880269
DOI10.1002/nme.3081zbMath1235.74318OpenAlexW2060730832MaRDI QIDQ2880269
Publication date: 12 April 2012
Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1002/nme.3081
Plates (74K20) Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Finite element methods applied to problems in solid mechanics (74S05)
Related Items (2)
A selective strategy for shakedown analysis of engineering structures ⋮ Upper bound shakedown analysis with the nodal natural element method
Cites Work
- Limit state solutions, based upon linear elastic solutions with a spatially varying elastic modulus
- A dual form for discretized kinematic formulation in shakedown analysis
- A primal--dual algorithm for shakedown analysis of structures
- Limit analysis of plates using the EFG method and second-order cone programming
- Analysis of pressure equipment by application of the primal-dual theory of shakedown
- An edge-based smoothed finite element method for primal-dual shakedown analysis of structures
- Evaluation of a new quadrilateral thin plate bending element
- A mixed finite element model for plane strain limit analysis computations
- An Efficient Primal-Dual Interior-Point Method for Minimizing a Sum of Euclidean Norms
- A general non-linear optimization algorithm for lower bound limit analysis
- Limit analysis of circular and annular plates
- Numerical Methods for the Limit Analysis of Plates
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