Q690高强度结构钢材损伤变量研究
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
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 damage index model was modified with the suggested weighting coefficient β.This provides the basis for further research on high strength steel Q690.
引文
[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.
    [2]Park 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.
    [3]Park Y J,Ang A H S,Wen Y K.Seismic Damage AnalysisModel for Reinforced Concrete[J].Journal of Structural Engi-neering,ASCE,1985,111(4):740-757.
    [4]Kunnath S K,Reinhorn 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 Centerfor Earthquake Engineering Research,State University of NewYork,Buffalo,1992.
    [5]SHEN 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分析与设计[J].地震工程与工程振动,1990,10(4):27-37.

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心