EXPERIMENTAL STUDY ON BOND-SLIP PERFORMANCE OF CORRODED REINFORCED CONCRETE

Liang Yan; Luo Xiao-yong; Xiao Xiao-qiong; Zhang Yan-fang

doi:10.13204/j.gyjz201210021

Volume 42 Issue 10

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(10): 95-100

Liang Yan, Luo Xiao-yong, Xiao Xiao-qiong, Zhang Yan-fang. EXPERIMENTAL STUDY ON BOND-SLIP PERFORMANCE OF CORRODED REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 95-100. doi: 10.13204/j.gyjz201210021

Citation:

Liang Yan, Luo Xiao-yong, Xiao Xiao-qiong, Zhang Yan-fang. EXPERIMENTAL STUDY ON BOND-SLIP PERFORMANCE OF CORRODED REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 95-100. doi: 10.13204/j.gyjz201210021

Citation:

PDF( 0 KB)

EXPERIMENTAL STUDY ON BOND-SLIP PERFORMANCE OF CORRODED REINFORCED CONCRETE

doi: 10.13204/j.gyjz201210021

1.
College of Civil Engineering,Central South University,Changsha 410075,China

Received Date: 2011-10-11
Publish Date: 2012-10-20

Abstract

Abstract

Based on pull-out test of 20 reinforced concrete specimens with different corrosion rate,their failure patterns,r elationship between bonding strength and slippage,variation laws of bonding strength and slippage were studied,and calculating formula for the reduction coefficient of bonding strength and slip ratio was proposed.Based on which,constitutive model of bond-slip performance for corroded reinforced concrete was set up.Relative to other domestic and foreign constitutive models,the model which is efficient by confirmatory factor analysis is relatively resultful,and it is fit to be used in actual engineering items．
- reinforced concrete,
- corrosion,
- bond-slip,
- constitutive model

FullText(HTML)

References(8)

References

[2] LamyaAmleh，SaeedMirza.Corrosion Influence on Bond BetweenSteel and Concrete[J].ACI Structural Journal，1999，96 (3 ):415-422.

Al-Sulaimani G J.Influence of Corrosion and Cracking on BondBehavior and Strength of Reinforced Concrete Members[J].ACIStructural Journal，1990，87(2): 220-231.

[3] Fu X，Chung D D L.Effect of Corrosion on the Bond BetweenConcrete and Steel Rebar[J].Cement and Concrete Research，1997，27(12): 1811-1815.

[4] 王林科，陶峰.锈后钢筋混凝土粘结锚固的试验研究[J].工业建筑，1996，26(4): 14-16.

[5] 袁迎曙，余索.锈蚀钢筋混凝土梁的结构性能退化[J].建筑结构学报，1997，18(4): 51-57.

[6] 牛获涛，卢梅，王庆霖.锈蚀钢筋混凝土正截面受弯承载力计算方法研究[J].建筑结构，2002，32(10): 14-17.

[7] 张伟平，张誉.锈胀开裂后钢筋混凝土粘结滑移本构关系研究[J].土木工程学报，2001，34(5): 40-44.

[8] 范颖芳，黄振国，李健美，等.受腐蚀钢筋混凝土构件中钢筋与混凝土粘结性能研究[J].工业建筑，1999，29(8): 49-51．

Relative Articles

[1]	YUE Xianghua, LONG Yueling, JIANG Yujie, LI Wentao, CAI Jian. Axial Compressive Performance and Constitutive Model of CFST Columns with an Inner FRP Tube[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 177-189. doi: 10.3724/j.gyjzG24041713
[2]	ZHANG Xue, MEN Jinjie, RONG Qiang, QIAO Dehao. Research on Prediction Models of Flexural Capacity of Corroded RC Beams Based on Ensemble Learning[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(12): 128-137. doi: 10.3724/j.gyjzG24012901
[3]	YI Ju, WANG Lei, LEI Ming, HU Zhuo, TU Ronghui. Research on Transfer Length of Pretensioned Prestressed Concrete Members Under Corrosion[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(10): 44-50. doi: 10.13204/j.gyjzG22042520
[4]	LI Jiaqi, CHEN Zhihua, DU Yansheng, WU Yongchuan, LIU Xueshan. STUDY ON CONSTITUTIVE MODEL OF CORE CONCRETE OF RECYCLED AGGREGATE CONCRETE FILLED STEEL TUBULAR COLUMNS UNDER COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 108-115,15. doi: 10.13204/j.gyjzG20081506
[5]	Xia Hongchun. CONSTITUTIVE MODEL OF SOIL-STRUCTUＲE INTERFACE BASED ON STRAIN GRADIENT PLASTICITY THEORY[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(6): 87-92. doi: 10.13204/j.gyjz201506018
[6]	Zhu Qian, Zhao Junhai, Wang Juan, Wang Su, Liu Zhao. BEARING CAPACITY OF RPC FILLED STEEL SHORT TUBE COLUMNS BASED ON THE UNIFIED STRENGTH THEORY AND THE BOND-SLIP THEORY[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 127-130,120. doi: 10.13204/j.gyjz201211027
[7]	Ge Ruodong, Liang Jinxiu, Wang Lei. THE ANALYSIS OF FLEXURAL BEHAVIOR OF CORRODED RC BEAMS STRENGTHENED WITH CFRP UNDER FATIGUE LOADS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 72-76. doi: 10.13204/j.gyjz201206016
[8]	Hu Bingyan, Xing Feng, Zhao Yuxi, Jin Weiliang. EXPERIMENTAL STUDY ON HOOP BOND BETWEEN CORROSION BAR AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 34-38. doi: 10.13204/j.gyjz201105008
[9]	Wang Jue, Ren Huitao, Liu Lixia. AN EXPERIMENTAL STUDY ON THE BOND BEHAVIOR BETWEEN STEEL BAR AND FROZEN CONCRETE DURING WINTER CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(12): 75-78. doi: 10.13204/j.gyjz201012019
[10]	Wu Hao, Chen Ligang. EXPERIMENTAL INVESTIGATION ON BOND PERFORMANCE BETWEEN REINFORCEMENT AND CONCRETE AFTER FIRE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 105-108. doi: 10.13204/j.gyjz201002024
[11]	Peng Xiuning, JinLiangzhi, XueJianyang, WeiBinning. EXPERIMENTAL STUDY ON BOND PERFORMANCE DETERIORATION BETWEEN CORRODED BARS AND CONCRETE UNDER FATIGUE LOADS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 101-104,115. doi: 10.13204/j.gyjz201002023
[12]	Zhang Kebo, Zhang Jianren, Peng Hui, Gui Cheng. ANALYSIS OF CROSS-SECTION DUCTILITY OF CORRODED RC RECTANGULAR BEAM[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 21-26. doi: 10.13204/j.gyjz201006006
[13]	Wang Lei, Zhao Yanlin. RESEARCH ON THE DURABILITY OF CORRODED RC BEAMS STRENGTHENED WITH CARBON FIBERS IN MARINE CONDITIONS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 120-124. doi: 10.13204/j.gyjz200908029
[14]	Shen Dejian, Wu Shengxing. EXPERIMENTAL STUDY ON THE MECHANICAL PERFORMANCE OF CORRODED REINFORCEMENT CONCRETE BEAMS IN ATMOSPHERIC ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 88-91. doi: 10.13204/j.gyjz200812023
[15]	Sun Bin, Niu Ditao, Wang Yingsheng. STUDY ON EVALUATION METHOD OF FLEXURAL STIFFNESS OF CORRODED R. C. BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(2): 68-72. doi: 10.13204/j.gyjz200802019
[16]	Liu Junling, Liang Bin, Hu Jun. THEORETICAL ANALYSIS ON BOND-SLIP CONSTITUTIVE RELATION OF PUSHING AND PULL MEMBER ON STEEL AND CONCRETE INTERFACE IN SRC STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 93-95,108. doi: 10.13204/j.gyjz200805022
[17]	He Shiqin, Gong Jinxin, Wang Haichao. BOND MECHANISM AND DEGRADATION MODEL BETWEEN REINFORCEMENT AND CONCRETE SUBJECTED TO DEICER-FROSTING CYCLES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 19-22. doi: 10.13204/j.gyjz200512006
[18]	Zhang Xide, Lan Wenwu, Wei Shuying, Peng Xiuning. EXPERIMENT RESEARCH ON BENDING REINFORCED CONCRETE MEMBER WITH CORRODED STEEL BARS IN COMPRESSIVE AREA[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(7): 46-49. doi: 10.13204/j.gyjz200507014
[19]	Li Junhua, Zhao Hongtie, Xue Jianyang, Yang Yong. CONSTITUTIVE MODEL FOR BOND DAMAGE IN SRC STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 69-70,81. doi: 10.13204/j.gyjz200501022
[20]	Chen Liuguo, Fang Congqi, Kou Xinjian, Chen Bing. BOND PROPERTY OF REINFORCED CONCRETE WITH CORRODED REINFORCEMENT[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 15-17. doi: 10.13204/j.gyjz200405005