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Q690高强度结构钢材损伤变量研究 被引量:3

Research on Damage Index of High Strength Steel Q690
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摘要 损伤变量是描述材料、构件或结构劣化程度的变量.首先对不同的损伤变量模型进行了评述,并选择适用于钢材的损伤变量模型,基于Q690高强度结构钢材低周疲劳反复加载试验的结果,对所选择的损伤变量模型进行了修正,提出了合理的权重系数β,为Q690高强钢在低周反复加载下力学性能的后续研究提供了基础. Damage index is a variable to describe the damage situation of material, member and structure. Various damage index models were reviewed and the model suitable for steel materials was selected. Based on the result of low - cycle cyclic loading tests on high strength steel Q690, the selected fled with the suggested weighting coefficient [5. This provides the basis for further Q690. damage index model was modi- research on high strength steel
作者 孙旭 李国强
出处 《佳木斯大学学报(自然科学版)》 CAS 2013年第2期182-185,共4页 Journal of Jiamusi University:Natural Science Edition
基金 国家"十二五"科技支撑计划资助(2012BAJ13B02)
关键词 Q690 高强钢 低周反复加载 损伤变量 Q690 high strength steel low -cycle cyclic loading damage index
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  • 1欧进萍,吴波.结构概率累积损伤的理论和应用[C].哈尔滨:结构工程科学发展青年专家研讨会,1992:82-88.
  • 2Park Y J, Ang A H S. Mechanic Seismic Damage Model for Re- inforced Concrete[ J]. Journal of Structural'Engineering, ASCE, 1985, 111(4) : 722 -739.
  • 3Park Y J, Ang A H S, Wen Y K. Seismic Damage Analysis Model for Reinforced Concrete[ J]. Journal of Structural Engi- neering, ASCE, 1985, 111(4):740-757.
  • 4Kunnath S K, Reinhom A M, Lobo R F. IDARC Version 3.0 : A Program for the Inelastic Damage Analysis of R/C Structures [ R]. Technical Report NCEER - 92 - 0022, National Center for Earthquake Engineering Research, State University of New York, Buffalo, 1992.
  • 5SHEN Zu - yan, DONG Bao. An Experimental - Based Cumula- tive Damage Mechanics Model of Steel under Cyclic Loading[ J]. Advances in Structural Engineering, 1997, 1 ( 1 ) : 39 -46.
  • 6欧进萍,牛荻涛,王光远.多层非线性抗震钢结构的模糊动力可靠性分析与设计[J].地震工程与工程振动,1990,10(4):27-37. 被引量:76

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