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建筑用钢循环塑性本构模型 被引量:17

Cyclic Plasticity Constitutive Model of Structural Steel
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摘要 本文简述建筑用钢循环塑性本构响应特性及现有建筑用钢循环塑性本构模型的发展及应用。 This paper briefly describes the constitutive behavior of structural steel under cyclic loading history, the development and the application of the existing cyclic plasticity constitutive models of structural steel.
出处 《哈尔滨建筑工程学院学报》 1993年第5期106-112,共7页
关键词 建筑用钢 循环塑性 本构模型 structural steel cyclic plasticity constitutive model
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同被引文献118

  • 1蔡克铨,黄彦智,翁崇兴.双管式挫屈束制(屈曲约束)支撑之耐震行为与应用[J].建筑钢结构进展,2005,7(3):1-8. 被引量:102
  • 2滕智明,邹离湘.反复荷载下钢筋混凝土构件的非线性有限元分析[J].土木工程学报,1996,29(2):19-27. 被引量:49
  • 3赵鸿铁.钢与混凝土组合结构[M].北京:科学出版社,2004.
  • 4GB/T1591-2008低合金高强度结构钢[S].
  • 5Hodge P G. Discussion on a new method of analyzing stress and strains in work hardening plastic solids[ J]. J Appl Mech Trans, 1957, 24:481 - 484.
  • 6Axelsson K, Samuelsson A. Finite element analysis of elastic-plastic materials displaying mixed hardening [ J ]. Int J Numer Methods Eng, 1979, 14:211 -215.
  • 7Pocock G. High strength steel use in Australia, Japan and the US [ J]. The Structural Engineer, 2006, 11 (2) : 27 -30.
  • 8International Association for Bridge and Structural Engi- neering. Use and application of high-performance steels for steel structures [ M]. Zurich, Switzerland: IABSE, 2005.
  • 9Nathaniel G C, Krawinkler H. Uniaxial cyclic stress- strain behavior of structural steel[ J ]. Journal of Engi- neering Mechanics, 1985, 111(9) : 1105 - 1120.
  • 10Peter D, Ahmad M I, Ian G B. Cyclic response of plate steels under large inelastic strains[J]. Journal of Con- structional Steel Research, 2007, 43 (2) : 156 - 164.

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