EXPERIMENTAL STUDY ON BOND-ANCHORAGE PROPERTIES OF HRB500 STEEL BARS IN CONCRETE

Mao Daling; Liu Lixin; Fan Li

doi:10.13204/j.gyjz200412019

Volume 34 Issue 12

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(12): 67-69,90

Zuo Zhongjie, Chen Liu, Yu Weixiong, Lou Yu, Liu Weiqing. THE FINITE ELEMENT METHOD AND EXPERIMENTAL STUDY ON MODEL ANALYSIS OF THE ELASTICALLY SUPPORTED PLATFORM STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 53-55. doi: 10.13204/j.gyjz200408018

Citation:

Mao Daling, Liu Lixin, Fan Li. EXPERIMENTAL STUDY ON BOND-ANCHORAGE PROPERTIES OF HRB500 STEEL BARS IN CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 67-69,90. doi: 10.13204/j.gyjz200412019

Citation:

Mao Daling, Liu Lixin, Fan Li. EXPERIMENTAL STUDY ON BOND-ANCHORAGE PROPERTIES OF HRB500 STEEL BARS IN CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 67-69,90. doi: 10.13204/j.gyjz200412019

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EXPERIMENTAL STUDY ON BOND-ANCHORAGE PROPERTIES OF HRB500 STEEL BARS IN CONCRETE

doi: 10.13204/j.gyjz200412019

1.
1. College of Civil Engineering,Zhengzhou University Zhengzhou 450002;
2.
2. Pingdingshan College of Technology Pingdingshan 467001

Received Date: 2004-03-22
Publish Date: 2004-12-20

Abstract

Abstract

Based on 72 HRB500 steel bar specimens pull-out tests,it is investigated that the bond-anchorage properties of HRB500 steel bar s and the main factors influencing the bond capacity between HRB500 steel bars a nd concrete.Then the calculating formula of bond length has been established thr ough statistical regression,and the formula on critical anchoring length of HRB5 00 steel bars is also deduced.In the end,the design of anchoring length by way o f reliability analysis of HRB500 steel bars concrete elements are proposed.
- HRB500 steel bar,
- bond-anchorage,
- reliability