The Comparative Study of Discrete Crack and Smeared Crack Methods in Concrete Gravity Dams

摘要：

For the process of crack propagation analysis in concrete structures, there are two general models: Discrete crack and Smeared crack. This paper surveys the after crack behavior of elements of unreinforced concrete for Gravity Dams based on these methods, and with the use of a program provided specifically for this purpose, some sample will be run. Also, we will try to show both the benefits and limitation of discrete crack and smeared crack methods.

关键词： Fracture crack discrete crack smeared crack

作者: R. Attarnejad A. R. Lohrasbi

作者单位: Assistance professor, Faculty of engineering, university of Tehran, Tehran, Iran MSc civil engineering, Faculty of engineering, university of Tehran, (Academic member, Islamic Azad

会议类型: 国际会议

会议名称: 第五届碾压混凝土坝国际研讨会(The Fifth International Symposium on Roller Compacted Concrete(RCC))

会议地点: 贵阳

会议语种:英文

页码: 525-527

在线出版日期: 2007-11-02（万方平台首次上网日期，不代表论文的发表时间）