FRP加固砌体平面外弯曲性能研究综述

黄群贤; 王全凤; 林建华; 杨勇新; 岳清瑞

doi:10.13204/j.gyjz200509021

FRP加固砌体平面外弯曲性能研究综述

doi: 10.13204/j.gyjz200509021

1.
1. 华侨大学?土木工程系?泉州?362021;
2.
2. 国家工业建筑诊断与改造工程技术研究中心?北京?100088

基金项目:

国家863计划项目(编号:2001AA336010)资助。

详细信息

作者简介:
黄群贤男 1977年12月出生助教

中图分类号: TU364
计量
- 文章访问数: 80
- HTML全文浏览量: 4
- PDF下载量: 104
- 被引次数: 0
出版历程
- 收稿日期: 2004-12-20
- 刊出日期: 2005-09-20

ADVANCES IN FLEXURAL CAPACITY OF FRP STRENGTHENED MASONRY WALLS

1.
1. Dept. of Civil Engineering,Huaqiao University Quanzhou 362021;
2.
2. National Engineering Research Center for Diagnosis and Rehabilitation of Industrial Building Beijing 100088

摘要

摘要: FRP是近年来兴起的一种高新技术复合材料，其简便的施工工艺及优良的加固修补效果得到土木工程界的普遍赞同。FRP加固现有结构的研究是土木工程领域的前沿课题之一，但是国内对这一领域的研究工作才刚刚起步，特别是对砌体结构的研究仍然是很有限的。在综合有关资料的基础上，综述了国外对FRP加固砌体平面外弯曲性能研究的成果，指出今后有待研究的有关问题。
- 纤维增强复合材料 /
- 平面外弯曲 /
- 侧向荷载 /
- 砌体
Abstract: FRP is a newly advanced composite material, whose convenient construction technique and excellent rehabilitation effect are generally agreeable by the circles of civil engineering. The studies on FRP strengthened building are one of leading issues on the field of civil engineering, but domestic research on this field is carried out lately especially on masonry walls. Based on a large quantities of latest relative documents, flexural capacity of FRP strengthened masonry walls are summarized, and some issues needed to be studied are also presented.
- fiber reinforced polymers (FRP) /
- out-of-plane bending /
- lateral loads /
- masonry

HTML全文

参考文献(15)

[2] 岳清瑞.纤维增强塑料(FRP)在土木工程结构中的应用技术的进展.见:第二届全国土木工程用纤维增强复合材料(FRP)应用技术学术交流会议论文集.北京:清华大学出版社,2002.18～22;

袁海军,姜红.建筑结构检测鉴定与加固手册. 北京:中国建筑工业出版社,2003.167～173;

[3] 冯鹏,叶列平.FRP结构和FRP组合结构在结构工程中的应用与发展.见:第二届全国土木工程用纤维增强复合材料(FRP)应用技术学术交流会议论文集.北京:清华大学出版社,2002.51～63;

[4] Ehsani M R,Saadatmanesh H,Abdelghany I H,Flexural Behavior of Masonry Walls Strengthened with Composite Cabrics. ACI Int.Symposium on FRP Reinforcement for Concrete Structures Detroit,1993.497～507;

[5] Velazquez-Dimas J I,Ehsani M R. Modeling Out-of-Plane Behavior of URM Walls Retrofitted with Fiber Composites. J.Compos.Constr.,2000,4(4),172～181;

[6] Albert M L,Elwi A E,Cheng J J R.Strengthening of Unreinforced Masonry Walls Using FRPs. J.Compos.Constr.,2001,5(2):76～84;

[7] Hamilton III H R,Dolan C W.Flexural Capacity of Glass FRP Strengthened Concrete Masonry Walls. J.Compos.Constr.,2001,5(3):170～178;

[8] Tan K H,Patoary M K H.Strengthening of Masonry Walls against Out-of-Plane Loads Using Fiber-Reinforced Polymer Reinforcement.J.Compos.Constr.,2003,8(1):170～178;

[9] Kuzik M D,Elwi A E,Roger Cheng J J.Cyclic Flexure Test of Masonry Walls Reinforced with Glass Fiber Reinforced Polymer Sheets J.Compos.Constr,2003,7(1):20～30;

[10] Kolsch,H.Carbon Fiber Cement Matrix (CFCM) Overlay System for Masonry Strengthening.J.Compos Constr.,1998.2(2):105～109;

[11] Hamoush S A,McGinley M W,Mlakar P,et al.Out-of-Plane Strengthening of Masonry Walls with Enforced Composites. J.Compos.Constr.,2001,5(3):139～145;

[12] Bajpai K,Duthinh D.Bending Performande of Masonry Walls Strengthened with Near-Surface Mounted FRP Bars.Proc.,9th North Amercian Masonry Conference,2003.1 052～1 063;

[13] Tumialan J G,Galati N,Nanni A.Field Assessment of Unreinforced Masonry Walls Strengthened with Fiber Reinforced Polymer Laminates. Journal of Structural Engineering,2003,129(8):1 047～1 056;

[14] Gilstrap J M,Dolan C W.Out-of-Plane Bending of FRP Reinforced Masonry Walls.Composites Science and technology,1998.1 277～1 284;

[15] Triantafillo T C.Strengthening of Masonry Structures Using Epoxy-Bonded FRP Laminates.J.Compos.Constr.,1998.2(2):96～104

施引文献

资源附件(0)

访问统计