ADVANCES IN FLEXURAL CAPACITY OF FRP STRENGTHENED MASONRY WALLS

Huang Qunxian; Wang Quanfeng; Lin Jianhua; Yang Yongxin; Yue Qingrui

doi:10.13204/j.gyjz200509021

Volume 35 Issue 9

Dec. 2014

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Huang Qunxian, Wang Quanfeng, Lin Jianhua, Yang Yongxin, Yue Qingrui. ADVANCES IN FLEXURAL CAPACITY OF FRP STRENGTHENED MASONRY WALLS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 76-79. doi: 10.13204/j.gyjz200509021

Citation:

Huang Qunxian, Wang Quanfeng, Lin Jianhua, Yang Yongxin, Yue Qingrui. ADVANCES IN FLEXURAL CAPACITY OF FRP STRENGTHENED MASONRY WALLS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 76-79. doi: 10.13204/j.gyjz200509021

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ADVANCES IN FLEXURAL CAPACITY OF FRP STRENGTHENED MASONRY WALLS

doi: 10.13204/j.gyjz200509021

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

Received Date: 2004-12-20
Publish Date: 2005-09-20

Abstract

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

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References(15)

References

[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

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