SHAKEDOWN ANALYSIS OF KINEMATIC-HARDENING STRUCTRURES
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Abstract: It is pointed and proved that it is impossible for a kinematic-hardening structure to involve incremental collapase, and it can only fail by alternating plasticity. Time-inde pendent equilibriant forces have no influence on shakedown of kinematichardening structures.
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Key words:
- shakedown analysis /
- kinematic-hardening /
- alternating plasticity
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