EXPERIMENTAL STUDY ON BOND STRENGTH AND ANCHORAGE LENGTH OF AFRP BARS IN CONCRETE

He Rongbing; Jiang Shiyong; Xiong Ye

doi:10.13204/j.gyjz200807017

Volume 38 Issue 7

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(7): 71-74

He Rongbing, Jiang Shiyong, Xiong Ye. EXPERIMENTAL STUDY ON BOND STRENGTH AND ANCHORAGE LENGTH OF AFRP BARS IN CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 71-74. doi: 10.13204/j.gyjz200807017

Citation:

He Rongbing, Jiang Shiyong, Xiong Ye. EXPERIMENTAL STUDY ON BOND STRENGTH AND ANCHORAGE LENGTH OF AFRP BARS IN CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 71-74. doi: 10.13204/j.gyjz200807017

He Rongbing, Jiang Shiyong, Xiong Ye. EXPERIMENTAL STUDY ON BOND STRENGTH AND ANCHORAGE LENGTH OF AFRP BARS IN CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 71-74. doi: 10.13204/j.gyjz200807017

Citation:

PDF( 0 KB)

EXPERIMENTAL STUDY ON BOND STRENGTH AND ANCHORAGE LENGTH OF AFRP BARS IN CONCRETE

doi: 10.13204/j.gyjz200807017

1.
Logistics Department,PLA Beijing 102417

Received Date: 2007-03-10
Publish Date: 2008-07-20

Abstract

Abstract

Based on tests of 27 pull-out specimens and 16 beam specimens,the bond-slip relation and bond strength between AFRP bars and concrete are discussed.And according to other references of the experimental result,the simplification of local bond-slip constitutive relation and a calculation formula of anchorage length of AFRP bars with pullout failure are obtained.
- AFRP bars,
- concrete,
- bond strength,
- anchorage length

FullText(HTML)

References(7)

References

American Concrete Institute-Committee 440(2003).Guide for the Design and Construction of Concrete Reinforced with FRP Rehars.AC1440.1 R-03,ACI,Farmington Hills,MI,USA

[2] Mieelli F,Nanni A.Mechanical Properties and Durability of FRP Rods,Report No.OO-22CIES,University of Missouri Rolla,2003

[3] Pecee M,Manfredi G,Realfonzo R,et al.Experimental and Analytical Evaluation of Bond Properties.Journal of Materials in Civil Engineering,2001,13(4):282-290

[4] Achillides Z,pilakoutas K.Bond Behavior of Fiber Reinforced Polymer Bars under Direct Pullout Conditions.J.Compos.for Constr.,ASCE,2004,8(2):173-181

[5] Coecnza E,Manfredi G,Realfonzo R.Behavior and Modelingof Bond of FRP Rehars to Concrete,J.Compos.for Constr.,ASCE,1997,1(2):40-51

[6] 高丹盈.谢晶晶,李趁趁.纤维聚合物筋混凝土牯结性能的基本问题.郑州大学学报(工学版),2002,23(1):1-5

[7] GB 50010-2002 混凝土结构设计规范

Relative Articles

[1]	ZHANG Lifei, ZHANG Xuanyu, ZHANG Ning, ZHOU Lingzhu, ZHENG Yu, XIA Lipeng. Research on Pull-out Test and Stress Model of UHPC Reinforced with GFRP Bent Bars[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 22-30. doi: 10.3724/j.gyjzG24041601
[2]	WANG Zhanwen, CHEN Jianwei, JU Shilong, LIU Ziye. EXPERIMENTAL STUDY ON EFFECT OF LOADING MODE AND ANCHORAGE LENGTH ON CONNECTION BEHAVIOR OF GROUTING SLEEVE FOR REBARS SPLICING[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(4): 118-125,171. doi: 10.13204/j.gyjzG20032904
[3]	Song Jinqiu, Liu Jianguo, Ji Hongguang. FIELD INVESTIGATION ON THE EFFECT OF FIXED LENGTH OF PRE-STRESSED CABLES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 95-99. doi: 10.13204/j.gyjz201306020
[4]	Wang Bo, Bai Guoliang, Wu Shuhai, Feng Xiangdong, Li Jian. STUDY ON ULTIMATE BOND STRENGTH AND ANCHORAGE LENGTH OF THE REBAR IN THE RECYCLED AGGREGATE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 59-63,38. doi: 10.13204/j.gyjz201308013
[5]	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
[6]	Zhang Yu, Yang Yongxin, Guan Zengwei. LITERATURE REVIEW OF BOND BEHAVIOR BETWEEN REINFORCING BAR AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 33-36,32. doi: 10.13204/j.gyjz201110008
[7]	Wang Zhijun, Bai Jie, Bai Shaoliang. EXPERIMENTAL RESEARCH ON THE R. C. ECCENTRIC IN-PLANE BEAM-THIN WALL JOINT[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 39-45. doi: 10.13204/j.gyjz201001012
[8]	Yu lin, Wang Fengxia, Jiang Linhua, Li Zhonghua. RESEARCH ON ADHESIVE PROPERTY OF CONCRETE STREGTHENED WITH CFRP[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 103-105,110. doi: 10.13204/j.gyjz201010023
[9]	Niu Xiangyang, Wang Quanfeng, Xu Yuye, Yang Yongxin, Luo Yi, Hu Ling. EXPERIMENTAL STUDY ON BOND-ANCHORAGE PROPERTIES OF HRB HIGH-STRENGTH STEEL BARS IN CONCRETE AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 84-87. doi: 10.13204/j.gyjz201009022
[10]	Hu Ling, Yang Yongxin, Wang Quanfeng, Xu Yuye, Wang Jiangen. EXPERIMENTAL STUDY ON BOND ANCHORAGE PROPERTIES OF HRBF500 STEEL BARS IN CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 13-16,44. doi: 10.13204/j.gyjz200911004
[11]	Ouyang Yu, Lai Xiaojun. EXPERIMENT AND ANALYSIS OF BOND PERFORMANCE BETWEEN HIGH-STRENGTH REINFORCING BAR AND HIGH-STRENGTH CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 77-81. doi: 10.13204/j.gyjz200705020
[12]	Zhang Bin, Fan Jin. PREDICTING THE ULTIMATE BOND STRENGTH OF CFRP BONDED TO CONCRETE USING ARTIFICIAL NEURAL NETWORKS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 66-71,41. doi: 10.13204/j.gyjz200703017
[13]	Zhao Jun, Liu Jing-yuan, Ma Zhi-ying. EXPERIMENTAL STUDY ON STRENGTHS OF STEEL FIBER REINFORCED CONCRETE WITH EARLY-AGE LOADING HISTORY[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 45-49. doi: 10.13204/j.gyjz200608015
[14]	Yang Youfu, . RESEARCH ON BOND BEHAVIOR BETWEEN STEEL AND CONCRETE OF SELF-COMPACTING CONCRETE FILLED STEEL TUBES WITH RECTANGULAR SECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 32-36. doi: 10.13204/j.gyjz200611008
[15]	Zhao Gen-tian, Hang Mei-yan, Li Yong-he. BOND BEHAVIOR AND ULTIMATE BEARING CAPACITY OF STEEL REINFORCED CONCRETE SHORT COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 36-39. doi: 10.13204/j.gyjz200604011
[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]	Xiong Guangjing, Li Yiqiang, Luo Baiyun, Wu Xiang. PRIMARY INVESTIGATION ON MODIFYING MECHANISM OF NEW TO OLD CONCRETE REPAIR INTERFACIAL LAYER BY USING SILANE COUPLING AGENT[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 105-106. doi: 10.13204/j.gyjz200509029
[18]	Fang Congqi. EFFECT OF CORROSION ON BOND BETWEEN REINFORCING STEEL AND CONCRETE UNDER CYCLIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 15-18,22. doi: 10.13204/j.gyjz200512005
[19]	Jing Denghu, Cao Shuangyin. DEFINITION OF ANCHORAGE LENGTH OF RC BEAMS STRENGTHENED WITH FIBER SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 85-86,99. doi: 10.13204/j.gyjz200412025
[20]	Ji Zibin, Xiong Guangjing, He Zhihua, Huang Weichun, Wang Jintang. A CONSTRUCTION METHOD OF HYDRAULIC PAD-EXERTING-BOND PRESSURE FOR NOTABLY INCREASING BONDING STRENGTH BETWEEN FIBER SHEETS AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 83-84. doi: 10.13204/j.gyjz200412024