文章摘要
王良泽南, 冯 宵, 刘飞鹏, 欧正蜂, 蔡克克.基于ANSYS钢筋混凝土结构耦合分析Journal of Water Resources and Water Engineering[J].,2014,25(6):127-131
基于ANSYS钢筋混凝土结构耦合分析
Coupling analysis of reinforced concrete structures based on ANSYS
  
DOI:10.11705/j.issn.1672-643X.2014.06.027
中文关键词: 约束方程法  渡槽; 耦合  节点; 混凝土结构; 钢筋混凝土结构
英文关键词: constraint equation method  aqueduct  coupling  node  pure concrete structure  reinforced concrete structure
基金项目:水利部公益性行业科研专项经费项目(201301033)
Author NameAffiliation
WANG Liangzenan, FENG Xiao, LIU Feipeng, OU Zhengfeng, CAI Keke (云南农业大学, 云南 昆明 650201) 
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中文摘要:
      钢筋混凝土有限元模型可用于分析工程结构问题。以渡槽钢筋混凝土模型为例,采用ANSYS中耦合和约束方程法,其中耦合法用于考虑温度场和应力场耦合共同作用产生的应力应变,约束方程法用于将钢筋节点和混凝土节点用约束方程联系起来。对纯混凝土结构以及钢筋混凝土结构的计算结果对比表明:钢筋混凝土有限元模型可以模拟实际钢筋混凝土模型,能为工程安全监测提供可靠的理论依据。
英文摘要:
      The paper established reinforced concrete finite element model so as to analyze engineering structural problems. Taking aqueduct reinforced concrete model as an example,it used ANSYS coupling and constraint equations method in process of setting up model.The method considered stress-strain produced by method for temperature and stress fields coupling.The constraint equation method is used to link steel and concrete nodes with constraint equation.The result comparison of pure concrete structure and reinforced concrete structures contrast showed that the reinforced concrete finite element model can simulate the actual reinforced concrete model and can provide a reliable theoretical basis for engineering safety monitoring.
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