杨菊生, 李九红, 赵钦. 连续—非连续结构应力分析现状与进展[J]. 工程力学, 2005, 22(S1): 240-256.
引用本文: 杨菊生, 李九红, 赵钦. 连续—非连续结构应力分析现状与进展[J]. 工程力学, 2005, 22(S1): 240-256.
YANG Ju-sheng, LI Jiu-hong, ZHAO Qin. STATE-OF-THE-ART OF STRESS ANALYSIS OF CONTINUOUS—DISCONTINUOUS STRUCTURES[J]. Engineering Mechanics, 2005, 22(S1): 240-256.
Citation: YANG Ju-sheng, LI Jiu-hong, ZHAO Qin. STATE-OF-THE-ART OF STRESS ANALYSIS OF CONTINUOUS—DISCONTINUOUS STRUCTURES[J]. Engineering Mechanics, 2005, 22(S1): 240-256.

连续—非连续结构应力分析现状与进展

STATE-OF-THE-ART OF STRESS ANALYSIS OF CONTINUOUS—DISCONTINUOUS STRUCTURES

  • 摘要: 对工程结构应力分析中采用的连续介质模型、非连续介质模型、连续——非连续介质力学模型作了系统介绍。三种模型物理数值模拟的各种理论及数值方法,代表了当今结构应力分析的主流及发展方向。随着工程建设中高、大、精、新结构的出现,表明这个古老而又崭新的命题仍有无限广泛的发展前景。从七个方面论述了它的现状及发展特征:从过时观到现代新观念;从连续到非连续;从精确到数值近似;从有限元到无单元;从单一到统一;从标量无网格到复变量无网格;从独立到耦合,全面介绍了其内容和方法。

     

    Abstract: Continuous, discontionuous, continuous—discontionuous medium mechanics models adopted in structural stress analysis are introduced systematically. Various theories and numerical methods in the three models which represent the mainstream and direction of stress analysis nowadays are discussed. With the adventof tall, large-scale, precise and new structures, research effort is still needed in the developmentof the three models. This paper describes the state of the artof stress analysis of continuous-discontinuous structures. It covers a great variety of issues including concepts, continuity to non-continuity, exact and approximate solutions and soforth.

     

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