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Author:

Deng, Z.-C. (Deng, Z.-C..) (Scholars:邓宗才) | Wang, Y.-J. (Wang, Y.-J..) | Zhang, X.-D. (Zhang, X.-D..) | Huang, Y. (Huang, Y..) (Scholars:黄艳) | Liu, X.-C. (Liu, X.-C..)

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Scopus PKU

Abstract:

In order to study the reinforcement effect of intraply hybrid fiber reinforced polymer (IHFRP) on concrete columns, the failure mode, bearing capacity, deformation performances and stress-strain curves of various IHFRP confined concrete columns were analyzed through the tests for axial compression performances of 24 concrete columns. The results show that IHFRP can significantly improve the bearing capacity and deformation performances of the columns. For the specimens confined with the same layers of fiber reinforced polymer, the bearing capacity obviously increases with increasing the content of carbon fiber in IHFRP. Compared with the peak longitudinal strain of the specimens confined with single carbon fiber reinforced polymer (CFRP), the peak longitudinal strain of the specimens confined with three kinds of IHFRP gets enhanced by 60% to 100%. Through comparing the IHFRP stress-strain model with the experimental curves, it is noted that the good fitting effect can be obtained. The experimental results can provide the references for the enhancement design of such components as bridge pier columns and frame columns.

Keyword:

Axial compression performance; Carbon fiber; Confined concrete; Ductility; Glass fiber; Intraply hybrid fiber reinforced polymer (IHFRP); Strength model; Stress-strain curve

Author Community:

  • [ 1 ] [Deng, Z.-C.]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Wang, Y.-J.]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Zhang, X.-D.]Institute of Building Materials, China Academy of Building Research, Beijing 100013, China
  • [ 4 ] [Huang, Y.]Institute of Building Materials, China Academy of Building Research, Beijing 100013, China
  • [ 5 ] [Liu, X.-C.]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China

Reprint Author's Address:

  • 邓宗才

    [Deng, Z.-C.]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China

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Source :

Journal of Shenyang University of Technology

ISSN: 1000-1646

Year: 2013

Issue: 2

Volume: 35

Page: 218-223

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 3

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 4

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