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冯西桥, 刘信声. 不同应变强化模型下结构安定性的研究[J]. 力学学报, 1994, 26(6): 719-727. DOI: 10.6052/0459-1879-1994-6-1995-601
引用本文: 冯西桥, 刘信声. 不同应变强化模型下结构安定性的研究[J]. 力学学报, 1994, 26(6): 719-727. DOI: 10.6052/0459-1879-1994-6-1995-601
STUDY ON SHAKEDOWN OF STRUCTURES UNDER DIFFERENT STRAIN-HARDENING MODELS[J]. Chinese Journal of Theoretical and Applied Mechanics, 1994, 26(6): 719-727. DOI: 10.6052/0459-1879-1994-6-1995-601
Citation: STUDY ON SHAKEDOWN OF STRUCTURES UNDER DIFFERENT STRAIN-HARDENING MODELS[J]. Chinese Journal of Theoretical and Applied Mechanics, 1994, 26(6): 719-727. DOI: 10.6052/0459-1879-1994-6-1995-601

不同应变强化模型下结构安定性的研究

STUDY ON SHAKEDOWN OF STRUCTURES UNDER DIFFERENT STRAIN-HARDENING MODELS

  • 摘要: 变载作用下弹塑性结构的安定性研究是一个有实际意义的课题,而结构的安定性与材料的强化规律有很大关系。本文对几种典型的强化模型下的结构安定性进行了研究,给出了在随动强化和组合强化条件下结构实现安定的条件,所得结论简化了应变强化条件下结构的安定分析。

     

    Abstract: It is important in engineering applications to study the shakedown of structures under loads changing with time. The shakedown of structures is related to the strain-hardening models of materials used. The present paper considers the shakedown problems of structures under several strain-hardening models. The shakedown conditions of kinematic-hardening and mixed -hardening structures are given. The conclusions obtained here simplify the shakedown analysis of strain-hardening structures.

     

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