SHAKEDOWN ANALYSIS OF KINEMATIC-HARDENING STRUCTRURES[J]. Chinese Journal of Theoretical and Applied Mechanics, 1992, 24(4): 500-503. DOI: 10.6052/0459-1879-1992-4-1995-767
Citation:
SHAKEDOWN ANALYSIS OF KINEMATIC-HARDENING STRUCTRURES[J]. Chinese Journal of Theoretical and Applied Mechanics, 1992, 24(4): 500-503. DOI: 10.6052/0459-1879-1992-4-1995-767
SHAKEDOWN ANALYSIS OF KINEMATIC-HARDENING STRUCTRURES[J]. Chinese Journal of Theoretical and Applied Mechanics, 1992, 24(4): 500-503. DOI: 10.6052/0459-1879-1992-4-1995-767
Citation:
SHAKEDOWN ANALYSIS OF KINEMATIC-HARDENING STRUCTRURES[J]. Chinese Journal of Theoretical and Applied Mechanics, 1992, 24(4): 500-503. DOI: 10.6052/0459-1879-1992-4-1995-767
SHAKEDOWN ANALYSIS OF KINEMATIC-HARDENING STRUCTRURES
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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