EXPERIMENTAL STUDY ON BOND-ANCHORAGE PROPERTIES OF HRB HIGH-STRENGTH STEEL BARS IN CONCRETE AFTER HIGH TEMPERATURE

Niu Xiangyang; Wang Quanfeng; Xu Yuye; Yang Yongxin; Luo Yi; Hu Ling

doi:10.13204/j.gyjz201009022

Volume 40 Issue 9

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(9): 84-87

Niu Xiangyang, Wang Quanfeng, Xu Yuye, Yang Yongxin, Luo Yi, Hu Ling. EXPERIMENTAL STUDY ON BOND-ANCHORAGE PROPERTIES OF HRB HIGH-STRENGTH STEEL BARS IN CONCRETE AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 84-87. doi: 10.13204/j.gyjz201009022

Citation:

Niu Xiangyang, Wang Quanfeng, Xu Yuye, Yang Yongxin, Luo Yi, Hu Ling. EXPERIMENTAL STUDY ON BOND-ANCHORAGE PROPERTIES OF HRB HIGH-STRENGTH STEEL BARS IN CONCRETE AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 84-87. doi: 10.13204/j.gyjz201009022

Citation:

Niu Xiangyang, Wang Quanfeng, Xu Yuye, Yang Yongxin, Luo Yi, Hu Ling. EXPERIMENTAL STUDY ON BOND-ANCHORAGE PROPERTIES OF HRB HIGH-STRENGTH STEEL BARS IN CONCRETE AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 84-87. doi: 10.13204/j.gyjz201009022

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EXPERIMENTAL STUDY ON BOND-ANCHORAGE PROPERTIES OF HRB HIGH-STRENGTH STEEL BARS IN CONCRETE AFTER HIGH TEMPERATURE

doi: 10.13204/j.gyjz201009022

1.
1. College of Civil Engineering,Huaqiao University,Quanzhou 362021,China;
2.
2. MCC Central Research Institute of Building and Construction Co.Ltd,Beijing 100088,China

Received Date: 2010-01-25
Publish Date: 2010-09-20

Abstract

Abstract

Based on 45 HRB high-strength steel bar specimens pull-out tests after high temperature,it is studied that the bond-anchorage properties of high-strength steel bars and the main factors influencing the bond capacity between high-strength steel bars and concrete. During the experiments,the reinforced concrete specimens were heated at 200, 400 and 600 ℃,respectively,cooled in air and subjected to monotonic pull-out loading. The influencing regulations of some factors on the bond-anchorage properties of high-strength steel bars are investigated,such as concrete strength,yield strength of reinforcing bar,stirrup ratio. At the same time,the paper clarifies that the major bondanchorage mechanism of high-strength steel bars after high temperature is similar to that of the general reinforcement.
- high temperature,
- HRB high-strength steel bar,
- bond-anchorage,
- bond strength

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References(8)

References

[2] 过镇海，时旭东.钢筋混凝土原理和分析[M].北京:清华大学出版社，2003:146-164.

GB 5015292 混凝土结构试验方法标准[S].

[3] 徐有邻.变形钢筋－混凝土粘结锚固性能的试验研究[D].北京:清华大学，1990.

[4] 毛达岭.HRB500 钢筋粘结锚固性能的试验研究[D].郑州:郑州大学，2004.

[5] 王希伟.高强钢筋高强混凝土粘结锚固性能的试验研究[D].泉州:华侨大学，2007.

[6] 李千.超细晶粒钢筋粘结锚固性能的研究[D].郑州:郑州大学，2007.

[7] 周新刚，吴江龙.高温后混凝土与钢筋黏结性能的试验研究[J].工业建筑，1995，25(5):37-40.

[8] 袁广林，郭操，吕志涛.高温后钢筋混凝土黏结性能试验研究[J].河海大学学报，2006，34(3):290-294.

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