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Volume 50 Issue 11
Mar.  2021
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Article Contents
XUE Dongyan, HUANG Yangcheng, WAN Qingyun, ZHANG Yiduo. NONLINEAR ANALYSIS OF THE INFLUENCE OF PERFORATED REBAR ON THE SHEAR CAPACITY OF PERFOBOND RIB SHEAR CONNECTOR[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 65-70. doi: 10.13204/j.gyjz201904290005
Citation: XUE Dongyan, HUANG Yangcheng, WAN Qingyun, ZHANG Yiduo. NONLINEAR ANALYSIS OF THE INFLUENCE OF PERFORATED REBAR ON THE SHEAR CAPACITY OF PERFOBOND RIB SHEAR CONNECTOR[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 65-70. doi: 10.13204/j.gyjz201904290005

NONLINEAR ANALYSIS OF THE INFLUENCE OF PERFORATED REBAR ON THE SHEAR CAPACITY OF PERFOBOND RIB SHEAR CONNECTOR

doi: 10.13204/j.gyjz201904290005
  • Received Date: 2020-02-26
    Available Online: 2021-03-31
  • The finite element model was established by using ABAQUS software to simulate push-out test of perfobond rib shear connector. The influence of perforated rebar on the shear capacity of perfobond rib shear connector was studied. The results showed that the results of the nonlinear finite element method calculation agreed well with the experimental results. The finite element method could simulate true force bearing behavior of perfobond rib shear connector. The yield strength and diameter of rebar had significant influence on the ultimate shear strength of perfobond rib shear connector. With the increase of yield strength and diameter of the rebar, the shear capacity of perfobond rib shear connector also increased linearly. The length and position of perforated rebar had little influence on the ultimate shear capacity of perfobond rib shear connector. Based on the research results, the relationships between shear capacity and yield strength, diameter and length of perforated rebar were presented.
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