Test Research on Mechanical Property of GFRP Bolt under Freeze-Thaw Cycle Conditions

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Abstract:

In this paper, GFRP bolts in diameter of 25mm are tested through freeze-thaw cycle by 50, 100 and 150 times to study their change law of appearance, weight, strength and elastic modulus. As reflected from the test results, after the freeze-thaw cycle, the appearance and weight of GFRP bolts are basically not changed. As the freeze-thaw cycle increases from 50 times to 100 times, the strength of bolts decreases gradually. After 50, 100 and 150 times of freeze-thaw cycle, the ultimate tensile strength of bolt decreases by 2.82%, 4.35% and 8.84%, respectively. During the process that the times of freeze-thaw cycle increase from 50 to 100, the elastic modulus of GFRP bolts grows gradually. After 50, 100 and 150 times of freeze-thaw cycle, the elastic modulus increases by 1.42%, 2.68% and 3.92%, respectively. The freeze-thaw cycle leads to embrittlement of GFRP materials and weakness of ductility, while not obviously.

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Periodical:

Key Engineering Materials (Volumes 531-532)

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689-694

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December 2012

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] Cheng Liangkui, Li Xiangfan: Ground Anchoring, Soil Nail And Shotcreting-Principles, Design and Application, China Architecture & Building Press, (2010)

Google Scholar

[2] Zhang Lewen, Current Ground Anchoring Theories [J], Rock and Soil Mechanics, 2002, 23(5): 627-631

Google Scholar

[3] Zeng Xianming, Lei Zhiliang, Zhang Wenjin: On Issues of "Bolt as a Time Bomb"-Response to Professor Guo Yingzhong, Chinese Journal of Rock Mechanics and Engineering, 2002, 21(1).143-147

Google Scholar

[4] Xie Jingjing: Research on Anchoring Mechanism and Design Method of Fiber Reinforced Plastics Bolt [D], Zhengzhou University, (2002)

Google Scholar

[5] Gao Lei: Experimental Study on Tensile Character and Failure Mechanism of GFRP Rebar [Master Dissertation], Zhengzhou, North China University of Water Conservancy and Electric Power, (2007)

Google Scholar

[6] Huang Zhihuai, Li Guoxiong, Li Yuqi: On-Site Comparison Tests on Bearing Capacity of GFRP Bolts in Different Diameters, 2010, 24(6):31-35

Google Scholar

[7] Cusson R, Xi Yunping: The Behavior of Fiber Reinforced Polymer Reinforcement in Low Temperature Environmental Climates[R], US: University of Colorado Boulder, (2003)

Google Scholar

[8] Zhang Xinyue, Ou Jinping: Durability Experimental Research on Resistance of Acidic, Alkali, Salt Solutions and Freeze-thaw Properties of FRP Bar [J], Journal of Wuhan University of Technology, 2007, 29(1):33-54

Google Scholar