EXPERIMENTAL STUDY ON CRACK MONITORING OF HYBRID FIBERS HIGH PERFORMANCE CONCRETE

Han Zhibo; Ding Yining

doi:10.13204/j.gyjz201211022

Volume 42 Issue 11

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(11): 102-105

Liu Rong, Shi Jianyong. ANALYSIS OF SETTLEMENT MECHANISM AND MODEL FOR MSW BASED ON INTERIOR COLUMNAR LANDFILL TEST[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 98-103. doi: 10.13204/j.gyjz201312018

Citation:

Han Zhibo, Ding Yining. EXPERIMENTAL STUDY ON CRACK MONITORING OF HYBRID FIBERS HIGH PERFORMANCE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 102-105. doi: 10.13204/j.gyjz201211022

Liu Rong, Shi Jianyong. ANALYSIS OF SETTLEMENT MECHANISM AND MODEL FOR MSW BASED ON INTERIOR COLUMNAR LANDFILL TEST[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 98-103. doi: 10.13204/j.gyjz201312018

Citation:

Han Zhibo, Ding Yining. EXPERIMENTAL STUDY ON CRACK MONITORING OF HYBRID FIBERS HIGH PERFORMANCE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 102-105. doi: 10.13204/j.gyjz201211022

PDF( 0 KB)

EXPERIMENTAL STUDY ON CRACK MONITORING OF HYBRID FIBERS HIGH PERFORMANCE CONCRETE

doi: 10.13204/j.gyjz201211022

1.
State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116023,China

Rev Recd Date: 2012-08-20
Publish Date: 2012-11-20

Abstract

Abstract

In order to study the damage after concrete cracking,the influence of the combined use of steel fiber and carbon fiber on the conductivity and crack resistance of concrete beam under flexural loading were investigated．Carbon fiber and steel fiber were added as diphasic conductive materials to produce the electric conductive and ductile concrete.It was reported the experimental and analytical work associated with establishing the crack width in relation to the fractional change in resistance of electric conductive concrete．After cracking,the electrical resistance change was found to correlate linearly with the crack width on the tension side of concrete beam．
- hybrid fibers,
- conductive concrete,
- fractional change in resistance,
- crack width

FullText(HTML)

References(14)

References

[2] Wen Sihai，Chung D D L．Partial Replacement of Carbon fiber by Carbon Black in Multifunctional Cement-Matrix Composites[J].Carbon，2007(45): 505-513.

Wen Sihai，Chung D D L．Self-sensing of Flexural Damage and Strain in Carbon Reinforced Cement and Effect of Embedded Steel Reinforcing Bars [J].Carbon，2006(44): 1496-1502.

[3] Wen Sihai，Chung D D L.Uniaxial Tension in Carbon Fiber Reinforced Cement，Sensed by Electrical Resistivity Measurement in Longitudinal and Transverse Directions[J].Cement and Concrete Research，2000(30): 1289-1294.

[4] Wen Sihai，Chung D D L.Uniaxial Compression in Carbon Fiber Reinforced Cement，Sensed by Electrical Resistivity Measurement in Longitudinal and Transverse Directions [J].Cement and Concrete Research，2001(31): 297-301.

[5] Wen Sihai，Chung D D L.A Comparative Study of Steel and Carbon-Fiber Cement as Pirzoresistive Strain Sensors[J].Advances in Cement Research，2003，15(3): 119-118.

[6] Wen Sihai，Chung D D L.Effects of Strain and Damage on the Strain Sensing Ability of Carbon Fiber Cement[J].J Mater Civil Eng，2006，18(3): 355-360.

[7] 陈龙风.复相导电混凝土应用于损伤诊断的试验研究[D].大连: 大连理工大学，2009．Ding Yining.Investigations into the Relationship between Deflection and Crack Mouth Opening Displacement of SFRC beam[J].Construction and Building Materials，2011(25):2432－2440.

[8] Chung DDL，Electromagnetic Interference Shielding Effectiveness of Carbon Materials [J].Carbon，2001，39(2): 279-285.

[9] Shi Zengqiang，Chung D D L.Carbon Fiber Reinforced Concrete for Traffic Monitoring and Weighing in Motion [J].Cement and Concrete Research，1999(29): 435-439.

[10] Sherif Yehia，Christopher Y Tuan.Conductive Concrete Overlay for Bridge Deck Deicing [J].ACI Material Journal，1999，96(3): 382-390.

[11] Specification and Guide Lines for Self-Compacting Concrete[S].

[12] Surrey: EFNARC，2002.

[13] CECS 13: 1989 钢纤维混凝土试验方法[S].

[14] GB/T500802002普通混凝土拌合物性能试验方法标准[S].

Relative Articles

[1]	LUO Bin, WANG Huan, BAI Lianwei, REN Zhaoqing, WANG Shanshan. Experimental Study and Numerical Analysis of Hybrid Fiber Reinforced Self-Compacting Concrete Segments at High Temperatures[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(5): 226-237. doi: 10.3724/j.gyjzG23071115
[2]	WANG Xin, HUANG Leiqun, QIN Weiheng, LIAO Haoyu, CHEN Zongping. Experimental Study on Mechanical Properties of Hybrid Fiber-Reinforced Manufactured Sand Concrete[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(7): 199-208. doi: 10.13204/j.gyjzG22052305
[3]	XIAO Liangli, JI Qinmin, DU Zhuang. Study on Properties of GFRP-Reinforced Concrete Stubs with Hybrid Fibers Under Axial Compression[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(2): 37-41,125. doi: 10.13204/j.gyjzG20120206
[4]	Zhang Peng, Liu Wenbing, Deng Yu, Qu Jian, Guo Jiajia, Yu Zhaohang, Zhao Simin. EXPERIMENTAL STUDY OF CRACK OF CFRP － PCPS COMPOSITES REINFORCED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 72-76. doi: 10.13204/j.gyjz201504013
[5]	Ding Ting Ye Yinghua Liu Yan, . EXPERIMENTAL RESEARCH ON EFFECTS OF CRACK WIDTH ON THE CONDUCTIVE PROPERTY OF CFCC FOR AIRPORT PAVEMENT DEICING[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 118-121. doi: 10.13204/j.gyjz201507024
[6]	Liu Chao, Bai Guoliang, Feng Xiangdong, Zhang Fengjian, Yin Lei, Xu Jie. STUDY ON CRACK WIDTHS OF NORMAL SECTIONS OF RECYCLED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 64-67. doi: 10.13204/j.gyjz201305014
[7]	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
[8]	Du Yuanfang, Wang Sheliang, Yu Binshan, Zhang Bo. EXPERIMENTAL STUDY ON HYBRID RENEWABLE FIBER EFFECT ON STRENGTH OF RECYCLED AGGREGATE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 12-15. doi: 10.13204/j.gyjz201311003
[9]	Yang Jianhui, Li Yanfei, Ding Peng, Zhao Hongbing. EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES OF HYBRID FIBERS REINFORCED SHOTCRETE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 101-105. doi: 10.13204/j.gyjz201308022
[10]	Gao Ruiping, Qiu Hongxing, Hu Tao, Ding Zhenkun, Lan Zongjian. EXPERIMENTAL RESEARCH ON CRACK WIDTH OF HRB500 STEEL BARS RC BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 66-70. doi: 10.13204/j.gyjz201003016
[11]	Yang Zhaopeng, Bi Qiaowei, Wang Hui. MECHANICAL PROPERTIES OF STEEL FIBER AND POLYPROPYLENE FIBER REINFORCED REACTIVE POWDER CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 77-79. doi: 10.13204/j.gyjz201009020
[12]	You Zhiguo, Qin Shuang, Ding Yining. EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF HYBRID FIBER REINFORCED SELF-COMPACTING CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 87-91. doi: 10.13204/j.gyjz201005018
[13]	Zhao Yong, Wang Xiaofeng, Su Xiaozu, Cheng Zhijun. EXPERIMENTAL RESEARCH ON THE EFFECTS OF SURFACE REINFORCEMENT ON CRACK SPACING AND WIDTH OF REINFORCED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 29-32. doi: 10.13204/j.gyjz200911008
[14]	Zhang Wei, Geng Shujiang, Zhu Jianguo, Jiang Tao, Wang Mingping. EXPERIMENTAL RESEARCH ON CRACK WIDTH ON REINFORCED CONCRETE BIAS COLUMN WITH HRBF500[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 22-25. doi: 10.13204/j.gyjz200911006
[15]	Lu Qinxian, Hu Di. STRESS OF REINFORCEMENT IN REINFORCED CONCRETE FLEXURAL MEMBERS WITH CONTROLLED CRACK WIDTH[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 46-49. doi: 10.13204/j.gyjz200804013
[16]	Bi Yuanzhi, Hua Yuan, Zhang Dalin, Cai Donghong, Wang Congshu, Xia Bipei, Yang Yaowen. EXPERIMENTAL STUDY ON RAISING STRENGTH AND TOUGHNESS OF CONCRETE BY MODIFIED COARSE POLYPROPYLENE-STEEL FIBERS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 85-88,114. doi: 10.13204/j.gyjz200811021
[17]	Xu Xiaochun, Li Xiaomu, Lan Wenjian. EXPERIMENTAL RESEARCH ON DURABILITY OF SLAG-CARBON FIBRE MULTIPHASE ELECTRIC CONDUCTION CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 85-89. doi: 10.13204/j.gyjz20081021
[18]	Shen De-jian, Wu Sheng-xing. EXPERIMENTAL STUDY ON THE LONGITUDINAL CRACKS DUE TO STEEL CORROSION IN CONCRETE BEAMS IN ATMOSPHERIC ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 77-80. doi: 10.13204/j.gyjz200711021
[19]	Xiao Hongju, Han Juhong, Zhang Leishun, Bi Suping. THE EXPERIMENTAL RESEARCH ON CRACK WIDTH ON HRB400 STEEL BARS REINFORCED CONCRETE BENDING BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 51-54. doi: 10.13204/j.gyjz200708014
[20]	Zeng Zhixing. STUDY ON CRACK IN STEEL FIBER REINFORCED CONCRETE BASED ON FRACTURE MECHANICS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 53-55. doi: 10.13204/j.gyjz200503019