STATE-OF-THE-ART REPORT ON REINFORCED CONCRETE BEAMS STRENGTHENED WITH CFRP LAMINATES

Xue Wei-chen; Zeng Lei

doi:10.13204/j.gyjz200604004

Volume 36 Issue 4

Dec. 2014

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Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(4): 12-14

Liu An-jun, Gong Xiao-nan, Qian Guo-zhen. A NONLINEAR ANALYSIS OF COMBINED ACTIONS OF SOIL ANCHORS AND EARTH-RETAINING PILE WALL IN CONSIDERATION OF CONSTRUCTION STEPS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 74-78. doi: 10.13204/j.gyjz200605020

Citation:

Xue Wei-chen, Zeng Lei. STATE-OF-THE-ART REPORT ON REINFORCED CONCRETE BEAMS STRENGTHENED WITH CFRP LAMINATES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 12-14. doi: 10.13204/j.gyjz200604004

Citation:

Xue Wei-chen, Zeng Lei. STATE-OF-THE-ART REPORT ON REINFORCED CONCRETE BEAMS STRENGTHENED WITH CFRP LAMINATES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 12-14. doi: 10.13204/j.gyjz200604004

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STATE-OF-THE-ART REPORT ON REINFORCED CONCRETE BEAMS STRENGTHENED WITH CFRP LAMINATES

doi: 10.13204/j.gyjz200604004

1.
Department of Building Engineering,Tongji University Shanghai 200092

Received Date: 2005-12-06
Publish Date: 2006-04-20

Abstract

Abstract

The new method using CFRP laminates to strengthen concrete beams has several disadvantages: the strength of CFRP laminates could not be thoroughly utilized and the serviceability of strengthened concrete beams could not be significantly improved.The applied prestressing in CFRP laminates could not only make full use of the strength of the CFRP laminates but also effectively enhance the forced properties of the strengthened beams,thus preventing development of the deformations and cracks.Present investigations on prestressed CFRP laminates mainly focus on anchorage system,experimental and theoretical studies as well as nonlinear element analysis of strengthened concrete beams.This paper summarizes the upto-date achievements of concrete beams strengthened with prestressed CFRP laminates.Furthermore,the future of CFRP laminates is prospected.
- prestressed CFRP laminates,
- strengthened concrete beam,
- anchorage,
- experiment,
- FEM analysis,
- design theory

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References(10)

References

曾磊. 预应力 CFRP 板加固混凝土梁试验与理论研究:[ 硕士学位论文]. 上海: 同济大学, 2005

Shahawy M A. Flexural Behavior of Reinforced Concrete BeamsStrengthened with Advanced Composite Materials M41st InternationalSampe Symposium.Anahein, California. 1996: 1 623-1 631

曾宪桃,王兴国, 丁亚红. 粘贴预应力FRP 板加固混凝土梁预应力方法的研究. 焦作工学院学报(自然科学版), 2002, 21(3): 222-225

Hans-Peter Andra, Markus Maier. Pos-t Strengthening with ExternallyBonded Prestressed CFRP Strips M16th Congress of Iabse. Lucerne:2000

Garden H N, Hollaway L C. An Experimental Study of the FailureModes of Reinforced Concrete Beams Strengthened with PrestressedCarbon Composite Plates.Composites: Part B, 1998,29B: 411-424

Quantrill R J, HollawayL C. The Flexural Rehabilitation of ReinforcedConcrete Beams by the Use of Prestressed Advanced Composite Plates.Composites Science and Technology, 1998,58: 1 259-1 275

宋世樟. 用复合材料板外部预施应力加固混凝土梁. 国外桥梁,1995(2):144-153

CECS 146-2003 碳纤维片材加固修复混凝土结构技术规程

ACI 44012R-02 外粘 CFRP 体系加固混凝土结构的设计与施工规程

薛伟辰. 现代预应力结构设计. 北京: 中国建筑工业出版社, 2003

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