STUDY OF CONSTITUTIVE RELATION AND DISTRIBUTION BETWEEN REINFORCING BAR AND CONCRETE

Yang Yongxin; Zhang Yu; Guan Zengwei

doi:10.13204/j.gyjz201312021

Volume 43 Issue 12

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(12): 113-118

MOU Kun-ting, WEI Yang, WANG Gao-fei, DONG Feng-hui, ZHENG Kai-qi. Mechanical Properties of Double-Tube Seawater and Sea Sand Concrete Columns with Built-in CFRP Tubes Under Axial Compression[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(9): 1-9. doi: 10.13204/j.gyjzG22030410

Citation:

Yang Yongxin, Zhang Yu, Guan Zengwei. STUDY OF CONSTITUTIVE RELATION AND DISTRIBUTION BETWEEN REINFORCING BAR AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 113-118. doi: 10.13204/j.gyjz201312021

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STUDY OF CONSTITUTIVE RELATION AND DISTRIBUTION BETWEEN REINFORCING BAR AND CONCRETE

doi: 10.13204/j.gyjz201312021

1.
1. Central Ｒesearch Institute of Building and Construction Co. Ltd,MCC Group,Beijing 100088,China;
2.
2. China Northeast Archtitectural Design &Ｒesearch Institute Co. Ltd,Shenyang 110006,China;
3.
3. Faculty of Infrastructure Engineering,Dalian University of Technology,Dalian 116024,China

Received Date: 2013-02-15
Publish Date: 2013-12-20

Abstract

Abstract

It is collectively referred to as reinforcing bar which is able to be in the cooperative work with concrete, and improve the bearing capacity of concrete structure and component. It was obtained the theoretical calculation methods of bond-slip constitutive relation through macro and microscopic analysis of reinforcing bar and concrete，and bond stress distribution and macro bond-slip constitutive relation through theoretical and finite element analysis. Finally，it was contrasted the data of theoretical calculation and experiment，and found that the results of the experiment were consistent well with those of the theoretical analysis.
- reinforcing bar,
- constitutive relation,
- stress distribution

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References(12)

References

[2] 中冶建筑研究总院有限公司.细晶高强钢筋与混凝土黏结性能研究报告［R].北京:中冶建筑研究总院有限公司, 2010:1-28.

徐有邻.变型钢筋-混凝土黏结锚固性能的试验研究［D].北京:清华大学, 1990:1-112.

[3] 李娟.纤维对 GFRP 筋与自密实混凝土基体黏结性能影响[D].大连:大连理工大学, 2008:1-103.

[4] 郭恒宁.FRP 筋与混凝土黏结锚固性能的试验研究和理论分析[D].南京:东南大学, 2006:1-62.

[5] 郑乔文, 薛伟辰.黏砂变形 GFRP 筋的黏结滑移本构关系［J].工程力学, 2008, 25(9):162-169.

[6] 住房和城乡建设部标准定额研究所.热轧带肋高强钢筋在混凝土结构中应用技术导则［M].北京:中国建筑工业出版社,2010:1-358.

[7] 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, 2006:82-130.

[8] 赵国藩.高等钢筋混凝土结构学［M].北京:机械工业出版社,2008:63-128.

[9] Maria Amtpmoetta Aiello,Marianovella Leone,Marisa Pecce.Bond Performances of FRP Rebars-Reinforced Concrete［J].Journal of Materials in Civil Engineering,2007, 19 (3):205-213.

[10] 张宇, 杨勇新, 关增伟.增强筋与混凝土黏结性能的研究进展[J].工业建筑, 2011, 41(10):33-36.

[11] 赵羽习, 金伟良.钢筋与混凝土黏结本构关系的试验研究［J].建筑结构学报, 2002, 23(1):32-37.

[12] 高丹盈, Brahim B.纤维聚合物筋混凝土的黏结机理及锚固长度的计算方法[J].水利学报, 2000(11):70-78.

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