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Source Journal for Chinese Scientific and Technical Papers
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Volume 36 Issue 8
Dec.  2014
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Article Contents
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

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