Compatibility equations of strains for degenerate shakedown problems

Author:

Atkočiūnas J.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering

Reference25 articles.

1. General theorems for elastic-plastic solids;Koiter,1960

2. Quadratic programming and theory of elastic-plastic structures;Maier;Meccanica,1968

3. An upper bound to the small displacements of elastic perfectly plastic structures;Ponter;J. Appl. Mech.,1972

4. Upper bounds to plastic strains in shakedown of structures subjected to cyclic loads;Vitiello;Meccanica,1972

5. A displacement bounding principle in shakedown of structures subjected to cyclic loads;Capurso;Int. J. Solids Struct.,1974

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1. Optimal shakedown design of bar systems: Strength, stiffness and stability constraints;Computers & Structures;2008-09

2. Optimal shakedown loading for circular plates;Structural and Multidisciplinary Optimization;2004-05-01

3. SHAKEDOWN OF BOLTS WITH A ONE-SIDED PROPAGATING CRACK;Journal of Civil Engineering and Management;2002-01

4. SHAKEDOWN LOADING OPTIMIZATION UNDER CONSTRAINED RESIDUAL DISPLACEMENTS—FORMULATION AND SOLUTION FOR CIRCULAR PLATES;Journal of Civil Engineering and Management;2002-01

5. ALEKSANDRAS ČYRAS AND OPTIMIZATION IN STRUCTURAL MECHANICS;Journal of Civil Engineering and Management;2002-01

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