EXPERIMENTAL INVESTIGATION ON BOND PERFORMANCE BETWEEN REINFORCEMENT AND CONCRETE AFTER FIRE

Wu Hao; Chen Ligang

doi:10.13204/j.gyjz201002024

Volume 40 Issue 2

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(2): 105-108

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

Citation:

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

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

Citation:

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

PDF( 0 KB)

EXPERIMENTAL INVESTIGATION ON BOND PERFORMANCE BETWEEN REINFORCEMENT AND CONCRETE AFTER FIRE

doi: 10.13204/j.gyjz201002024

Wu Hao,
Chen Ligang

1.
College of Civil Engineering,Qingdao Technological University,Qingdao 266033,China

Received Date: 2008-03-25
Publish Date: 2010-02-20

Abstract

Abstract

In order to raise the reliability of the strengthening design of a building after a fire,the exploration of the bond performance of a reinforce concrete after a fire becomes the key to the study on the behavior of the reinforced concrete after a fire.It is studies the changes in the bond performance between rebar and concrete under different temperatures by way of a central pull-out test.The rebar and the concrete cementing force's -s curves under different temperatures are obtained and the bond-slip constitutive equation under temperature influence is also given.
- after high temperature,
- reinforced concrete,
- bonding force,
- τ-s curve,
- constitutional equation

FullText(HTML)

References(7)

References

GB 5015292混凝土结构试验方法标准[S].

[2] Pietro G Gambarova,Cengiz KaraKo. Shear-ConfinementInteractionattheBar-to-Concrete Interface[M]. Milan: Politecnicodi Milano,1982.

[3] E Giuriani. Experimental Investigation on the Bond-Slip law of Deformed Bars in Concrete[R]. Iabse Colioquium Delft 81 on Advanced Mechanics of Rein forced Concrete,FinalReport,1981,6:121-142.

[4] R. Tepfers. Cracking of ConcreteCoverAlong Anchored DeformedRein forcing Bars[J]. Magazine of Concrete Research,1979,31(106):3-12.

[5] 过镇海.高温下钢筋混凝土受力性能的试验研究[J].土木工程学报,2000,33(6):7-8.

[6] 徐泽晶.火灾后钢筋混凝土结构的材料特性?寿命预估和加固研究[D].大连:大连理工大学,2006.

[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,2003.

Relative Articles

[1]	ZHOU Xingyu, ZHOU Ji, CHEN Zongping. Stress-strain Constitutive Relation and Residual Strength Evaluation of Concrete After Being Subjected to High Temperatures and Spray Cooling[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(1): 194-199,173. doi: 10.13204/j.gyjzG21042709
[2]	ZHANG Jiahui, GE Zujing. EXPERIMENTAL RESEARCH ON MECHANICAL PROPERTIES OF COLD-FORMED STEEL STUB COLUMNS WITH OPEN SECTIONS AFTER A FIRE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 99-107. doi: 10.13204/j.gyjzG20030706
[3]	CHEN Zongping, ZHOU Ji, TANG Jiyu, CHEN Yuliang. EXPERIMENTAL RESEARCH ON EARLY-AGE MECHANICAL PROPERTIES OF ULTRA-HIGH PUMPING SELF-COMPACTING CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 111-116,38. doi: 10.13204/j.gyjz202006018
[4]	Zhai Yue Deng Zichen Ai Xiaoqin, . INFLUENCE OF DIFFERENT COOLING MODE AND HIGH TEMPERATUＲE ON CONCRETE SPLITTING TENSILE STRENGTH[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 113-117. doi: 10.13204/j.gyjz201507023
[5]	Wu Huazong, Li Junhua, Chi Yuyu, Qiu Dongliang. EXPERIMENTAL STUDY OF BOND-SLIP BEHAVIOR OF SRC MEMBERS UNDER CYCLIC REVERSED LOADING AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(5): 138-142. doi: 10.13204/j.gyjz201505029
[6]	Zhang Hongyuan, Tian Li, Chen Jingru, Wang Baorui, Gao Xiangqing. THE VERIFICATION AND STRENGTHENING TECHNIQUE OF A SUPERMARKET AFTER FIRE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(03): 169-172. doi: 10.13204/j.gyjz201403033
[7]	Chen Zongping, Ye Peihuan, Xue Jianyang, Zhou Chunheng. MECHANICAL PROPERTIES OF STEEL REINFORCED RECYCLED AGGREGATE CONCRETE ECCENTRIC COMPRESSION COLUMN AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 39-44. doi: 10.13204/j.gyjz2001411007
[8]	Li Longqi, Zhou Donghua, Xu Bin, Wang Peng. THE LARGEST DIAMETER OF STEEL BAR FOR CONTROLLING CRACK WIDTH OF REINFORCED CONCRETE MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 88-92. doi: 10.13204/j.gyjz201312016
[9]	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
[10]	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
[11]	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
[12]	Hou Jingpeng, Yuan Yong. ANALYSIS OF RESTRAINED DEFORMATION PROPERTIES OF REINFORCED CONCRETE AT EARLY AGE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 97-100. doi: 10.13204/j.gyjz200901021
[13]	Sun Xujie, Zheng Wenzhong. GENERAL SAFETY RESERVE OF REINFORCED CONCRETE MEMBER[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 44-45，81. doi: 10.13204/j.gyjz200804012
[14]	Yan Weibo, Li Zhenbao, Ma Hua, Zhou Xiyuan, Duan Shichang. AN EXPERIMENTAL STUDY ON PERFORMANCES OF STRENGTHENED RC FRAMES WITH RC DAMPERS AND BRACES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 29-32. doi: 10.13204/j.gyjz200707010
[15]	Diao Bo, Guo Chong. GAUSS INTEGRATION OF REINFORCED CONCRETE BEAM-COLUMN ELEMENTAL MODEL[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 52-55. doi: 10.13204/j.gyjz200508013
[16]	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
[17]	Chen Ligang, Li Xiaodong, Dong Yuli. TEST STUDY ON PERFORMANCE OF THE REINFORCED CONCRETE THREE-SPAN CONTINUOUS SLABS UNDER FIRE-FIRE IN SIDE SPAN[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 66-68,75. doi: 10.13204/j.gyjz200401019
[18]	Jiang Xiaojing, Song Xiaobing, Wang Wei. EFFECT OF AMBIENT TEMPERATURE ON CORROSION OF REINFORCEMENT IN REINFORCED CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 11-14. doi: 10.13204/j.gyjz200405004
[19]	Huang Kun, Au T. K. Francis. THE EFFECT OF ADDITIONAL DIAGONAL BARS ON THE BOND MECHANISM IN A BEAM-COLUMN JOINT[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 34-40. doi: 10.13204/j.gyjz200411010
[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