Ultimate Strain Model for Confined Concrete with FRP

摘要：

FRP (fiber reinforced polymer) is a new material to be used for repairing, retrofiring and strengtbening concrete columns in engineering structures. Many theoretical and experimental studies have been carried out on FRP-confined concrete specimens, leading to a variety of models for predicting their mechanics performance. But in these models, only few have been calculated the ductility of confined concrete. In this paper, numerical simulation is adopted to analyze the influence of the concrete compression strength and the confinement stiffness, the FRP tension strength on the FRP-confined concrete through the finite element software-ANSYS. A new ductility model is finally proposed by means of dimension analysis and regression of large text data assembled from existing study overseas.

关键词： FRP confined concrete numerical simulation dimension analysis

作者: ZHANG Liwen SUN Zhuo ZHANG Junping

作者单位: Bridge Engineering Department,Tongji University,Shanghai 200092,China;Civil Engineering Colleges,Gua Civil Engineering Colleges,Guangzhou University,Guangzhou 510006,Guangdong,China

会议类型: 国际会议

会议名称: The 2008 International Symposium on Safety Science and Technology(2008年安全科学技术国际会议)

会议地点: 北京

会议语种:英文

页码: 1756-1760

在线出版日期: 2008-09-24（万方平台首次上网日期，不代表论文的发表时间）