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Experimental study on PVC-CFRP confined concrete columns under low cyclic loading

  • Published:2018-07 Issue: Volume:177 Page:287-302
  • ISSN:0950-0618
  • Container-title:Construction and Building Materials
  • language:en
  • Short-container-title:Construction and Building Materials

Author:

Yu Feng,Xu Guoshi,Niu Ditao,Cheng Anchun,Wu Ping,Kong ZhengyiORCID

Funder

Natural Science Foundation of China

National Key Research and Development Program of China

Natural Science Foundation

Department of Education, Anhui Province

Key Research and Development Plan of Anhui Province, China

Outstanding Young Talent Support Program of Anhui Province, China

Youth Foundation

Graduate Innovation Research Foundation

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference24 articles.

1. Strength and ductility of concrete columns externally reinforced with fiber composite straps;Saadatmanesh;ACI Struct. J.,1994

2. Design-oriented strength model for FRP-confined concrete members;Rousakis;J. Compos. Constr.,2012

3. Effect of longitudinal CFRP strengthening on the shear resistance of reinforced concrete beams;El-Sayed;Compos. Part B,2014

4. Flexural strength and behavior of steel and FRP-reinforced concrete-filled FRP tube beams;Mohamed;Eng. Struct.,2010

5. Design of FRPs in circular bridge column retrofits for ductility enhancement;Binici;Eng. Struct.,2008
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