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

Yang Junjie, Gao Zijun, Wu Zuxian. EXPERIMENTAL STUDY OF CONCRETE-FILLED DOUBLE SKIN STEEL TUBULAR COLUMNS WITH OCTAGON SECTION UNDER ECCENTRIC LOADS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 116-118,35. doi: 10.13204/j.gyjz200903030

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

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References(3)

References

[2] 徐有邻.变形钢筋-混凝土粘结锚固性能的试验研究.北京:中国建筑科学研究院

王传志,腾智明.钢筋混凝土结构理论.北京:中国建筑工业出版社

[3] GB 50010-2002 混凝土结构设计规范

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