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预应力FRP筋混凝土梁在低周反复荷载下的恢复力模型
引用本文:王作虎,杜修力,刘晶波.预应力FRP筋混凝土梁在低周反复荷载下的恢复力模型[J].北京工业大学学报,2012,38(10):1509-1514.
作者姓名:王作虎  杜修力  刘晶波
作者单位:1. 北京工业大学城市与工程安全减灾教育部重点实验室,北京100124 清华大学土木工程系,北京100084
2. 北京工业大学城市与工程安全减灾教育部重点实验室,北京,100124
3. 清华大学土木工程系,北京,100084
基金项目:国家自然科学基金资助项目
摘    要:作为一种新型建筑材料,FRP具有轻质、高强、耐腐蚀等优点,非常适合作为预应力筋材料.通过4根预应力FRP筋混凝土梁在低周反复荷载下的试验研究,根据预应力FRP筋混凝土梁在低周反复荷载下滞回曲线的特点,提出了适合于预应力FRP筋混凝土梁的弯矩-曲率恢复力模型,并与试验结果进行了比较,计算模型与试验结果吻合良好。

关 键 词:FRP筋  恢复力模型  预应力混凝土  低周反复荷载

Hysteresis Model of Concrete Beams Prestressed With FRP Tendons Under Low Reversed Cyclic Loading
WANG Zuo-hu,DU Xiu-li,LIU Jing-bo.Hysteresis Model of Concrete Beams Prestressed With FRP Tendons Under Low Reversed Cyclic Loading[J].Journal of Beijing Polytechnic University,2012,38(10):1509-1514.
Authors:WANG Zuo-hu  DU Xiu-li  LIU Jing-bo
Affiliation:1.The Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education, Beijing University of Technology,Beijing 100124,China; 2.Department of Civil Engineering,Tsinghua University,Beijing 100084,China)
Abstract:As a new structural material,fiber reinforced plastics(FRP) features light weight,high strength,corrosion resistance,etc.,and has a bright future when used for a new type of prestressing tendon in engineering structures.The pseudo-static test on four concrete beams under low reversed cyclic loading is introduced in this paper.Based on the characteristic of measured hysteresis curves of concrete beams prestressed with FRP tendons,a new moment-curvature hysteresis model is proposed,which agrees well with experimental curves.
Keywords:fiber reinforced plastics(FRP) tendon  hysteresis model  prestressed concrete  low reversed cyclic loading
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