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钢筋混凝土梁弹塑性问题的计算机仿真分析
Computer Simulation Analysis on the Elasto-plastic of Reinforced Concrete Beam
【摘要】 利用ANSYS对钢筋混凝土结构的弹塑性进行分析 ,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 ;最后通过与试验值的比较 ,验证了仿真结果的真实、可靠性。
【Abstract】 The elasto-plastic of Reinforced Concrete (RC) structure is analyzed with ANSYS, and the selection of element type and the establishment of stress-strain relation model and structural model are also approached. According to the author’s experience, the problem which should pay more attention to in the course of simulation analysis is put forward. By comparing with the testing value, the trueness and reliability of the simulation result is validated.
- 【文献出处】 东北林业大学学报 ,Journal of Northeast Forestry University , 编辑部邮箱 ,2004年04期
- 【分类号】TU375.1
- 【被引频次】13
- 【下载频次】309