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FRP筋与混凝土粘结性能的试验研究
引用本文:王勃,欧进萍,张新越,何政,钱民中.FRP筋与混凝土粘结性能的试验研究[J].低温建筑技术,2006(1):39-41.
作者姓名:王勃  欧进萍  张新越  何政  钱民中
作者单位:哈尔滨工业大学力学博士后流动站,哈尔滨,150090;吉林建筑工程学院土木工程系,长春,130021;哈尔滨工业大学土木工程学院,哈尔滨,150090;哈尔滨玻璃钢研究院,哈尔滨,150036
摘    要:进行了28个纤维聚合物(FRP)筋拔出粘结试验,试验变量为FRP筋种类、FRP筋直径、混凝土强度和粘结长度,拔出试验记录了拔出荷载、FRP筋加载端滑移、破坏现象。FRP筋破坏形式是表面脱落和筋断裂,而混凝土未出现明显破坏。随着FRP筋的种类、直径、粘结长度不同,粘结强度变化范围是7.96~41.80MPa,粘结强度随着粘结长度、直径增加而减少,与混凝土强度无关。

关 键 词:FRP筋  粘结  拔出  混凝土
文章编号:1001-6864(2006)01-0039-03
收稿时间:2005-08-30
修稿时间:2005年8月30日

EXPERIMENTAL EVALUATION ON BOND PROPERTIES OF FRP BARS TO CONCRETE
WANG Bo,OU Jin-ping,ZHANG Xin-yue,HE Zheng,QIAN Min-zhong.EXPERIMENTAL EVALUATION ON BOND PROPERTIES OF FRP BARS TO CONCRETE[J].Low Temperature Architecture Technology,2006(1):39-41.
Authors:WANG Bo  OU Jin-ping  ZHANG Xin-yue  HE Zheng  QIAN Min-zhong
Affiliation:1. Pestdoctor Station of Mechanics, Harbin Institute of Technology, Harbin 150090, China; 2. Department of Civil Engineering,Jilin Architectural and Civil Engineering Institute, Changehun 130021, China; 3. School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China; 4. Harbin Fiber Reinforced Plastic Institute, Harbin 150036, China
Abstract:This paper presents the results of 28 pullout bond tests on fiber reinforced polymer FRP bars embedded in concrete. The pullout test variables involve types of FRP bars, diameter of FRP bars , concrete strength , and bond lengths . The applied load and slip at the loaded ends were measured at each load level . The failure modes were recorded in the pullout test. It was found that the ribs of FRP bars were sheared off and FRP bars were fracture. The bond strength of FRP bars decreased as bond length and bar diameter increased, the bond strength were 7.96~41.80 MPa. The concrete strength had no effect on the bond strength of FRP bars .
Keywords:FRP bars  bond  pullout  concrete
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