Journal of Chongqing Jiaotong University(Natural Science) ›› 2009, Vol. 28 ›› Issue (6): 1052-1055.DOI: 10.3969/j.issn.1674-0696.2009.06.20
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WANG Sun1, Li Ping2
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王??隼1,李??平2
作者简介:
Abstract: Currently?the?research?on?the?steel?reinforced?concrete?is?depended?mainly?on?the?experiment?data?to?deduce?and?summarize.?The?numerical?simulation?model?is?established?on?the?basis?of?software?ABAQUS.?Finally,the?accuracy?and?effectiveness?of?concrete?damage?plasticity?model?of?ABAQUS?in?the?analysis?of?high-strength?steel?reinforced?concrete?is?verified,through?the?comparative?analysis?on?the?experiment?data?and?the?failure?mode.
Key words: concrete damage plasticity model , steel reinforced concrete columns ;finite elements analysis
摘要: 目前对型钢高强度混凝土柱的研究主要依靠试验研究数据来推导和总结。以ABAQUS有限软件为基础,建 立数值模型;通过与试验数据和破坏形态对比分析,证明了ABAQUS中的混凝土损伤模型在型钢高强度混凝土分 析中的准确性和有效性。
关键词: 混凝土损伤塑性模型, 型钢混凝土柱, 有限元分析
CLC Number:
TU528.58
WANG Sun, Li Ping. Numerical?Simulation?for?Failure?Process?of?Steel?Reinforced?Concrete?Columns[J]. Journal of Chongqing Jiaotong University(Natural Science), 2009, 28(6): 1052-1055.
王??隼,李??平. 型钢混凝土柱破坏过程数值模拟[J]. 重庆交通大学学报(自然科学版), 2009, 28(6): 1052-1055.
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URL: http://xbzk.cqjtu.edu.cn/EN/10.3969/j.issn.1674-0696.2009.06.20
http://xbzk.cqjtu.edu.cn/EN/Y2009/V28/I6/1052