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中文核心期刊

随动强化结构的安定性分析

SHAKEDOWN ANALYSIS OF KINEMATIC-HARDENING STRUCTRURES

  • 摘要: 本文提出并证明了随动强化结构不可能发生累积塑性破坏,即交变塑性是指唯一可能的破坏形式,并且与时间无关的平衡力系对结构的安定性没有影响。

     

    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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