EXPERIMENTAL STUDY ON RC BEAM-COLUMN JOINTS STRENGTHENED BY COMPOSITE COVER OF HIGH-STRENGTH WIRE CABLE MESH AND POLYMER MORTAR

Cao Zhong-min; Li Ai-qun; Wang Ya-yong; Yao Qiu-lai

doi:10.13204/j.gyjz200608028

Volume 36 Issue 8

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(8): 92-94,88

Cao Zhong-min, Li Ai-qun, Wang Ya-yong, Yao Qiu-lai. EXPERIMENTAL STUDY ON RC BEAM-COLUMN JOINTS STRENGTHENED BY COMPOSITE COVER OF HIGH-STRENGTH WIRE CABLE MESH AND POLYMER MORTAR[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 92-94,88. doi: 10.13204/j.gyjz200608028

Citation:

Cao Zhong-min, Li Ai-qun, Wang Ya-yong, Yao Qiu-lai. EXPERIMENTAL STUDY ON RC BEAM-COLUMN JOINTS STRENGTHENED BY COMPOSITE COVER OF HIGH-STRENGTH WIRE CABLE MESH AND POLYMER MORTAR[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 92-94,88. doi: 10.13204/j.gyjz200608028

Citation:

Cao Zhong-min, Li Ai-qun, Wang Ya-yong, Yao Qiu-lai. EXPERIMENTAL STUDY ON RC BEAM-COLUMN JOINTS STRENGTHENED BY COMPOSITE COVER OF HIGH-STRENGTH WIRE CABLE MESH AND POLYMER MORTAR[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 92-94,88. doi: 10.13204/j.gyjz200608028

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EXPERIMENTAL STUDY ON RC BEAM-COLUMN JOINTS STRENGTHENED BY COMPOSITE COVER OF HIGH-STRENGTH WIRE CABLE MESH AND POLYMER MORTAR

doi: 10.13204/j.gyjz200608028

1.
1. College of Civil Engineering of Southeast University Nanjing 210096;
2.
2. Institute of Earthquake Engineering of China Academy of Building Research Beijing 100013

Received Date: 2006-03-20
Publish Date: 2006-08-20

Abstract

Abstract

Rehabilitation of members by composite cover of wire mesh and polymer mortar is a new method of structural strengthening with the advantages of resistance to fire,corrosion and ageing.Two beam-column joints strengthened by composite cover of high strength wire cable mesh and polymer mortar,and one un-strengthened joint are tested under low-cycle reversed load.The effect of different rehabilitation schemes on the shear-resistance capacity of the joint and the strengthening mechanism are analyzed.The results show that the beam-column joints strengthened with wire cable mesh and polymer mortar are beneficial to the shear capacity and seismic behavior of the joints.
- strengthening,
- high-strength wire cable mesh,
- polymer mortar,
- experimental study,
- beam-column joints

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References(9)

References

[2] 聂建国,王寒冰,张天申,等.不锈钢绞线网-渗透性聚合砂浆抗弯加固的试验研究.建筑结构学报,2005,26(2):1-9

唐九如.钢筋混凝土框架节点抗震.南京:东南大学出版社,1989:9-19

[3] 聂建国,蔡奇,张天申,等.不锈钢绞线网-渗透性聚合砂浆抗剪加固的试验研究建筑结构学报,2005,26(2):10-17

[4] 王亚勇,姚秋来,王忠海,等.高强钢绞线网-聚合物砂浆复合面层加固砖墙的试验研究.建筑结构,2005,35(8):36-40

[5] 钟聪明约束混凝土柱加固技术研究:[硕士学位论文].北京:中国建筑科学研究院,2004

[6] Engindeniz M,Kahn LF,Zureick AH.Repair and Strengthening of Reinforced Concrete Beam-Column Joints:State of the Art.ACI Structural Journal,2005,102 (2):187-197

[7] 陆洲导,谢莉萍,洪涛.碳纤维加固低配箍混凝土梁板柱节点的抗震试验.同济大学学报(自然科学版),2003,31(3):253-257

[8] 陆洲导,洪涛,谢莉萍.碳纤维加固震损混凝土框架节点抗震性能的初步研究.工业建筑,2003,33(2):9-12

[9] 吴波,王维俊.碳纤维布加固钢筋混凝土框架节点的抗震性能试验研究.土木工程学报,2005,38(4):60-83

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