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Author:

Li, Z.-B. (Li, Z.-B..) (Scholars:李振宝) | Zhang, Y. (Zhang, Y..) (Scholars:张勇) | Xie, Y.-P. (Xie, Y.-P..) | Du, X.-L. (Du, X.-L..) (Scholars:杜修力)

Indexed by:

Scopus PKU CSCD

Abstract:

This paper was based on the text results of 12 different section size columns under monotonic loading and low reversed cyclic loading. In order to study the effect of section size on plastic hinge length, four methods were used to determine the plastic hinge length of the specimens: longitudinal rebar yield, “longitudinal rebar strain-section curvature”, “dial gage-section curvature”, equivalent plastic hinge length. The analysis results show that the four methods used to determine the plastic hinge length have certain differences. Result of equivalent plastic hinge length is the minimum; result of method “dial gage-section curvature” is the maximum. Plastic hinge length relatively decreases with increasing of cross section size. Then, on the basis of experiment, the section size effect coefficient of plastic hinge length was proposed.

Keyword:

Large size component; Plastic hinge length; Reinforced concrete column; Section size effect coefficient; Size effect

Author Community:

  • [ 1 ] [Li, Z.-B.]The Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Zhang, Y.]The Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Xie, Y.-P.]The Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing, 100124, China
  • [ 4 ] [Xie, Y.-P.]College of Exploration Technology and Engineering, Shijiazhuang University of Economics, Shijiazhuang, 050031, China
  • [ 5 ] [Du, X.-L.]The Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing, 100124, China

Reprint Author's Address:

  • 李振宝

    [Li, Z.-B.]The Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of TechnologyChina

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Source :

Journal of Beijing University of Technology

ISSN: 0254-0037

Year: 2014

Issue: 9

Volume: 40

Page: 1334-1340

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 5

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