预应力碳纤维加固钢筋混凝土梁的二次受力性能研究

彭晖; 张建仁; 尚守平

doi:10.13204/j.gyjz201103021

预应力碳纤维加固钢筋混凝土梁的二次受力性能研究

doi: 10.13204/j.gyjz201103021

1.
1. 长沙理工大学土木与建筑学院,长沙 410076;
2.
2. 湖南大学土木工程学院,长沙 410082

基金项目:

国家自然科学基金资助(51008036);湖南省自然科学基金(10JJ4038);湖南省高等学校科学研究项目(09C071)

详细信息

中图分类号: TU375.1
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- 文章访问数: 130
- HTML全文浏览量: 9
- PDF下载量: 134
- 被引次数: 0
出版历程
- 收稿日期: 2010-03-25
- 刊出日期: 2011-03-20

STUDY ON SECONDARY LOAD BEHAVIOR OF REINFORCED CONCRETE BEAM STRENGTHENED WITH PRESTRESSED CFRP PLATE

1.
1. School of Civil Engineering and Architecture,Changsha University of Science &Technology,Changsha 410076,China;
2.
2. Civil Engineering College,Hunan University,Changsha 410082,China

摘要

摘要: 预应力CFRP加固技术是近年来得到重视的新型加固方法，但目前国内外关于预应力碳纤维CFRP加固混凝土受弯构件的二次受力性能方面的研究较少。通过2根长7.2 m的大型钢筋混凝土梁试件预应力CFRP二次受力加固的试验研究，考察预先加载至钢筋屈服后再采用预应力CFRP加固的钢筋混凝土梁的力学性能，比较非预应力CFRP加固构件的一次受力性能与预应力CFRP加固构件的二次受力性能，分析预应力CFRP加固在抗弯刚度、延性、材料强度利用率等方面的优势。试验结果表明：在试件预先加载至纵向受力钢筋屈服的条件下对其进行加固，试件的承载能力仍然与没有加载历史的非预应力加固试件相当；虽然截面刚度极大削弱，试件变形仍与对比试件相近，说明结构严重超载后经预应力CFRP板加固，可恢复相当程度的抗弯刚度。
- 预应力 /
- 碳纤维板 /
- 钢筋混凝土梁 /
- 二次受力性能 /
- 加固
Abstract: Prestressing CFRP technique is a new retrofit method which gained more and more attention in recent years,but there is little research on the secondary load behavior of flexual member strengthened using prestressed CFRP plate at home and abroad.In this paper 2 reinforced concrete beams,which have a length of 7.2 m,were retrofitted with non-prestressed CFRP and prestressed CFRP respectively,and then were tested to investigate their secondary load performance.Based on the experiment result,the comparison of behavior between beam with non-prestressed CFRP plate and beam strengthened using prestressed CFRP after pre-loading was conducted.Furthermore,the advantages of flexual stiffness,ductility and material strength ratio were obtained through analyzing.The experiment result indicated that although having been loaded to its steel yielding before being strengthened,the specimen with prestressed CFRP plate had a bearing capacity no less than that with non-prestressed CFRP plate.Despite the degradation of its section,the defletion of the secondary load specimen was almost the same as the control specimen,which showed that strengthening reinforced concrete beams pre-loaded severely using prestressed CFRP plate could recover their flexural stiffness significantly.
- prestressed /
- CFRP plate /
- reinfroced concrete beam /
- secondary load behavior /
- strengthen

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参考文献(13)

Garden H N,Hollaway L.An Experimental Study of theStrengthening of Reinforced Concrete Beams Using PrestressedCarbon Composite Plates[C]//Proceedings of the7th InternationalConference on Extending the Life of Bridges.London:1997:191－199.

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

[3] Quantrill R J,Hollaway L C.The Flexural Rehabilitation ofReinforced Concrete Beams by the Use of Prestressed AdvancedComposite Plates[J].Composites Science and Technology,1998(58):1259－1257.

[4] Hollaway L C,Leeming M B.Strengthening of ReinforcedConcrete Structures Using Externally-Bonded FRP Composites inStructural and Civil Engineering[M].England:CRC Press,1999.

[5] Heffernan P J,Wight R G,Erki M A.Fatigue Behaviour ofConcrete Slabs Strengthened with Prestressed CFRP Sheets[C]//Proceedings of the2nd International Conference on Durability ofFiber Reinforced Polymer Composites for Construction.Montreal:2002:465－474.

[6] 叶列平,庄江波,曾攀,等.预应力碳纤维布加固钢筋混凝土T形梁的试验研究[J].工业建筑,2005,35(8):7－12.

[7] 尚守平,彭晖,童桦,等.预应力碳纤维布材加固混凝土受弯构件的抗弯性能研究[J].建筑结构学报,2003,24(5):24－30.

[8] 杨勇新,李庆伟,岳清瑞.预应力碳纤维布加固混凝土梁预应力损失试验研究[J].工业建筑,2006,36(4):5－8,18.

[9] 曾磊.预应力CFRP板加固混凝土梁试验与理论研究[D].上海:同济大学,2005.

[10] 尚守平,彭晖,曾令宏.预应力碳纤维布材加固混凝土梁受弯性能非线性分析[J].工程力学,2006,23(11):85－90,98.

[11] 张坦贤,吕西林,肖丹,等.预应力碳纤维布加固一次二次受力梁抗弯试验研究[J].结构工程师,2005,21(1):34－40.

[12] 曹国辉,方志,吴继峰.FRP片材加固钢筋混凝土梁二次受力试验研究[J].建筑结构,2005(3):48－56.

[13] 王天稳,尹志强.FRP筋NSM加固混凝土构件二次受力时抗弯承载力计算方法[J].武汉大学学报,2005,38(4):55－58.

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