|本期目录/Table of Contents|

[1]许 颀,黄 靓.FFRP加固钢筋混凝土梁的受弯性能[J].建筑科学与工程学报,2016,33(03):104-109.
　XU Qi,HUANG Liang.Flexural Behavior of Reinforced Concrete Beams Strengthened with FFRP[J].Journal of Architecture and Civil Engineering,2016,33(03):104-109.
点击复制

FFRP加固钢筋混凝土梁的受弯性能(PDF)
分享到：

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
33卷
期数:
2016年03期
页码:
104-109
栏目:
出版日期:
2016-05-30

文章信息/Info

Title:
Flexural Behavior of Reinforced Concrete Beams Strengthened with FFRP
作者:
许 颀，黄 靓
湖南大学土木工程学院
Author(s):
XU Qi, HUANG Liang
College of Civil Engineering, Hunan University
关键词:
亚麻纤维增强塑料; 加固; 受弯性能; 钢筋混凝土梁
Keywords:
FFRP;  reinforcement;  flexural behavior;  reinforced concrete beam
分类号:
-
DOI:
-
文献标志码:
A
摘要:
为研究亚麻纤维增强塑料（FFRP）加固钢筋混凝土梁的受弯性能，在4种自然纤维布和3种厚度FFRP试件拉伸试验研究的基础上，以FFRP层数为参数对3根试验梁进行了四点受弯加载试验，并对试验梁的破坏形态、荷载挠度曲线和极限承载力进行探讨；依据FFRP加固钢筋混凝土梁的最常见破坏模式，对相应破坏模式下的抗弯承载力计算公式进行了推导。结果表明：300 g·m-2雨露麻亚麻布制作成的FFRP拉伸性能稳定；FFRP加固梁的极限承载力和延性与普通钢筋混凝土梁相比都有不同程度的提高；抗弯承载力公式计算值与试验值吻合良好且偏于安全，可为该种加固梁的设计提供依据。
Abstract:
In order to study flexural behavior of reinforced concrete beams strengthened with flax fiber reinforced plastic (FFRP), tensile performance tests of FFRP specimens with four kinds of natural fibers and three kinds of thicknesses were conducted. Based on the test results, fourpoint flexural loading tests on three beams considering FFRP layer as the parameter were carried out. Failure modes of specimens, loaddeflection curves and ultimate bearing capacity were investigated. According to the common failure modes of reinforced concrete beams strengthened with FFRP, the corresponding bending capacity formula was derived. The results show that FFRP made of the 300 g·m-2 rain flax possesses stable tensile properties. Compared with ordinary reinforced concrete beams, ultimate bearing capacity and ductility of beams strengthened with FFRP increase to different extents. The calculation values of bending capacity agree well with the test results, and the results can provide basis for design of this kind of reinforcement beam.

参考文献/References:

-

相似文献/References:

[1]屈文俊,卢 瀚,刘扬明.通信设备走线架吊挂系统抗侧性能研究[J].建筑科学与工程学报,2014,31(02):32.
[2]韦建刚,黄 蕾,李佩元,等.旧空心板简支梁桥的连续化改造加固研究[J].建筑科学与工程学报,2014,31(04):103.
　WEI Jian-gang,HUANG Lei,LI Pei-yuan,et al.Research on Continuous Transformation and Reinforcement for Old Simply Supported Hollow Slab Bridge[J].Journal of Architecture and Civil Engineering,2014,31(03):103.
[3]林 峰,黎艳翔,董 羽.CFRP加固钢筋混凝土直剪承载力试验[J].建筑科学与工程学报,2015,32(06):43.
　LIN Feng,LI Yan-xiang,DONG Yu.Experiment on Shear Transfer Capacity of Reinforced Concrete Strengthened with CFRP[J].Journal of Architecture and Civil Engineering,2015,32(03):43.
[4]蒋 立,王元清,戴国欣,等.负载下焊接加固钢结构压弯构件受力性能的影响因素分析[J].建筑科学与工程学报,2016,33(05):120.
　JIANG Li,WANG Yuan-qing,DAI Guo-xin,et al.Influence Factor Analysis of Mechanical Behavior of Compression-bending Member of Steel Structure Strengthened by Welding Under Load[J].Journal of Architecture and Civil Engineering,2016,33(03):120.
[5]王滋军,朱 建,吴运伸,等.高强钢丝绳悬吊加固预制空心楼板试验研究[J].建筑科学与工程学报,2017,34(03):73.
　WANG Zi-jun,ZHU Jian,WU Yun-shen,et al.Experimental Study on Precast Hollow Slab Strengthened by High-strength Steel Wire Rope Suspension[J].Journal of Architecture and Civil Engineering,2017,34(03):73.
[6]程东辉,杨燕红.预应力CFRP布加固负载混凝土柱轴心受压性能研究[J].建筑科学与工程学报,2017,34(04):34.
　CHENG Dong-hui,YANG Yan-hong.Research on Axial Compressive Properties of Preloaded Concrete Columns Strengthened with Prestressed CFRP Sheets[J].Journal of Architecture and Civil Engineering,2017,34(03):34.
[7]蒋建平.被动区土体加固范围对整个深基坑的影响[J].建筑科学与工程学报,2012,29(04):96.
　JIANG Jian-ping.Influence of Soil Mass Reinforcement Scope in Passive Zone on Whole Deep Excavation[J].Journal of Architecture and Civil Engineering,2012,29(03):96.
[8]谢开仲,王红伟,周剑希,等.高层工业厂房异常振动测试与加固试验[J].建筑科学与工程学报,2018,35(05):39.
　Experiment on Abnormal Vibration Test and Reinforcement of High-rise Industrial Building[J].Journal of Architecture and Civil Engineering,2018,35(03):39.

备注/Memo

备注/Memo:
-
更新日期/Last Update: 2016-06-01