| 型钢混凝土柱破坏过程数值模拟 |
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| 引用本文： | 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):1052-1054,1096. |
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| 作者姓名： | 王隼 李平 |
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| 作者单位： | 1. 重庆市公路工程质量检测中心,重庆,400060
2. 重庆交通大学,土木建筑学院,重庆,400074 |
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| 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。
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| 关 键 词： | 混凝土损伤塑性模型 型钢混凝土柱 有限元分析 |
Numerical Simulation for Failure Process of Steel Reinforced Concrete Columns |
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| WANG Sun,LI Ping.Numerical Simulation for Failure Process of Steel Reinforced Concrete Columns[J].Journal of Chongqing Jiaotong University,2009,28(6):1052-1054,1096. |
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| Authors: | WANG Sun LI Ping |
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| 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. |
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| Keywords: | concrete damage plasticity model steel reinforced concrete columns finite elements analysis |
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