| 单向加载的钢筋混凝土梁弹塑性问题的计算机仿真分析 |
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| 引用本文： | 刘文晶,王刚.单向加载的钢筋混凝土梁弹塑性问题的计算机仿真分析[J].黑龙江交通科技,2008,31(1):85-86. |
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| 作者姓名： | 刘文晶 王刚 |
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| 作者单位： | 1. 哈尔滨工业大学
2. 黑龙江省交通厅 |
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| 摘 要： | 利用ANSYS对钢筋混凝土结构的弹塑性进行全过程分析,探讨了单元类型的选取及材料的本构关系模型和结构模型的建立,结合作者的经验提出了仿真分析时应该注意的问题,最后通过与实验值的比较,验证了仿真结果的真实、可靠性。
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| 关 键 词： | 计算机仿真 钢筋混凝土结构 非线性 |
| 文章编号： | 1008-3383(2008)01-0085-02 |
| 修稿时间： | 2007年10月22 |
Computer Simulation on the Elasto-plasticity of Steel Reinforced Concrete Beam Subjected to Unidirection Loading |
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| LIU Wen-jing,WANG Gang.Computer Simulation on the Elasto-plasticity of Steel Reinforced Concrete Beam Subjected to Unidirection Loading[J].Communications Science and Technology Heilongjiang,2008,31(1):85-86. |
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| Authors: | LIU Wen-jing WANG Gang |
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| Abstract: | The elasto-plasticity of steel reinforced concrete has been simulated with finite element method by using ANSYS.The selection of element type,the constitutive model of material and the structural model have been investigated.Combining with the author's practical experience,the key problems in this kind of simulation analysis have been concentrated.By comparison of simulation results and experimental results,the reliability of simulation results has been validated. |
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| Keywords: | computer simulation steel reinforced concrete nonlinear |
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