CONTRAST EXPERIMENTAL STUDY ON BENDING RESISTANCE AND STREHGTHENING WITH REINFORCED CONCRETE BEAM

摘要：

Through tests of rectangular section reinforced concrete beam,the bendingresistance ability of reinforced concrete beam strengthened with carbon fiber reinforcedplastics (CFRP) and stick steel are studied experimentally,analyzed the main factors thatinfluence the bending resistance ability of the strengthened beam. During the tests,thecalculation results are in good agreement with test data and obtain applicability design targetof the two kinds of strengthen methods.

关键词： strengthened by CFRP strengthened by stick steel concrete beam bending resistance capacity

作者: LIU Weidong TAN Xiaoqing YANG Weibo ZHENG Xiaoshan SU Haihua

作者单位: Civil Engineering College,University of Shanghai for Science and Technology,Shanghai 200093,PR China

会议类型: 国际会议

会议名称: The International Conference on Durability of Concrete Structures(2008年混凝土结构耐久性国际学术会议)

会议地点: 杭州

会议语种:英文

页码: 1285-1289

在线出版日期: 2008-11-01（万方平台首次上网日期，不代表论文的发表时间）