EXPERIMENTAL STUDY OF CRACK OF CFRP － PCPS COMPOSITES REINFORCED CONCRETE BEAMS

Zhang Peng; Liu Wenbing; Deng Yu; Qu Jian; Guo Jiajia; Yu Zhaohang; Zhao Simin

doi:10.13204/j.gyjz201504013

Volume 45 Issue 4

Jun. 2015

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2015 > 45(4): 72-76

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

Citation:

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

Citation:

PDF( 0 KB)

EXPERIMENTAL STUDY OF CRACK OF CFRP － PCPS COMPOSITES REINFORCED CONCRETE BEAMS

doi: 10.13204/j.gyjz201504013

Publish Date: 2015-04-20

Abstract

Abstract

Based on the flexural static loading test of six concrete beams，the crack distribution and development of CFRP － PCPs ( carbon fiber reinforced plastics prestressed concrete prisms) composites reinforced concrete beams under service load were researched． Considering the influence of CFRP － PCPs composites reinforcement，the calculation methods of maximum crack width and mean crack spacing of concrete beams with CFRP － PCPs composites reinforcement in current Chinese design code for concrete structures were modified． Whose results were compared with experimental results，showing a better agreement between test values and the calculated values given by the modified formulas．
- CFRP － PCPs composites reinforcement,
- reinforced concrete beams,
- crack width

FullText(HTML)

References(0)

References

Relative Articles

[1]	DU Min, CHEN Siyuan, GUO Jingye, HAO Han, GUO Rui. EXPERIMENTAL RESERCH ON SHEAR PROPERTIES OF RC BEAMS REINFORCED WITH FRP GRIDS AND EPOXY MORTAR[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(8): 206-213,119. doi: 10.13204/j.gyjzG20110320
[2]	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
[3]	Shi Mingzheng. CRACK CONTROL OF PRESTRESSED CONCRETE STRUCTURES BASED ON NOMINAL TENSILE STRESS METHOD[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 64-66,11. doi: 10.13204/j.gyjz201311015
[4]	Wang Yutian, Zhang Wei, Jiang Fuxiang. EXPERIMENT ON THE BENDING PERFORMANCE OF CFRP REINFORCED PRE-DAMAGED REINFORCED CONCRETE BEAM UNDER SEAWATER ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 99-103. doi: 10.13204/j.gyjz201302020
[5]	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
[6]	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
[7]	Lin Xinyan, Zhu Xiaojing, Meng Haiping. RESEARCHES ON DEFORMABILITY OF RC BEAMS STRENGTHENED WITH EXTERNAL CFRP SHEETS CONSIDERING THE CRACK DISTRIBUTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 79-82,89. doi: 10.13204/j.gyjz201308017
[8]	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
[9]	Ding Yahong, Hao Huimin. RELIABILITY ANALYSIS OF RC CONCRETE BEAMS STRENGTHENED WITH NSM CFRP TENDONS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 140-144. doi: 10.13204/j.gyjz201211030
[10]	Xiong Xueyu, Gao Feng, Li Yaming. EXPERIMENT AND CALCULATION OF CRACK CONTROL ON PRESTRESSED STEEL REINFORCED CONCRETE FRAME BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 20-23,7. doi: 10.13204/j.gyjz201112005
[11]	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
[12]	Yu Qiubo. DISCUSSION ON THE MINIMUM RATIO OF THE REINFORCEMENT IN REINFORCED CONCRETE FLEXURAL MEMBERS WITH HRB500 BAR STEEL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 90-92. doi: 10.13204/j.gyjz200901019
[13]	Liang Jinfu, Yan Liubin, Zhao Junjun, Liu Qimao. EXPERIMENTAL STUDY OF BENDING PERFORMANCE OF RC BEAMS STRENGTHENED WITH NEAR-SURFACE MOUNTED CFRP PLATE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 100-102,117. doi: 10.13204/j.gyjz200902017
[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]	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
[16]	Xu Jie, Dai Hang, Zhao Guodong, Fu Chuanguo, Zhou Xiaona. EXPERIMENTAL STUDY AND THEORETICAL ANALYSIS ON CRACK CONTROL THEORY OF PRESTRESSED STEEL REINFORCED CONCRETE (PSRC) BEAM[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 88-92. doi: 10.13204/j.gyjz200805021
[17]	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
[18]	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
[19]	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
[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