Test on Corrosion Resistance of GFRP Anchor Bolt

Article Preview

Abstract:

Steel is commonly used as the materials of anchor bolts in permanent anchoring works. The nature the steel anchor bolt easy to be corroded, however, poses a serious potential safety hazard to the anchoring system mainly including steel anchor bolts. To use GFRP(glass fiber reinforced polymer) anchor bolts instead of reinforcing bars is an effective means to deal with corrosion. Based on the test of accelerating aging in high solubility, the physical and mechanical performance tests are conducted on GFRP bolts in normal, acid, alkalis and salt conditions, from which the change law of physical and mechanical property can be studied for bolts in different corrosion conditions. As shown from the test results, the weight of GFRP bolt is reduced after it is corroded and the rate of weight loss increases as the corrosion time extends. Thick swelling can be seen on bolts in alkalis conditions. Loss rate of tensile strength and increase rate of elastic modulus are greater in alkalis conditions than in acid conditions, the former reaching 13.76% and the latter 9.83%. As for bolts in acid conditions, tensile strength decreases as the corrosion time extends while the rate and amount of loss is less than that of bolts in acid and alkalis conditions. The tensile strength decreases as the solubility of corrosion solution increases. The loss rate of tensile strength is the most for bolts in alkalis conditions; it comes second in acid conditions and the least in salt conditions. The elastic modulus of bolts in acid conditions and alkalis conditions increases while the rate is comparatively low as the solubility gets higher. Elastic modulus of bolts in salt conditions decreases as the solubility rises with lower rate and smaller amount of loss. These results supply test foundation for application of GFRP bolts in complicated geological conditions.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 535-537)

Pages:

1927-1935

Citation:

Online since:

June 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

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

Google Scholar

[2] Lewen Zhang: Current Theoretical Research on Geotechnical Anchoring [J], Geotechnical Mechanics, 2002, 23(5):627-631 .In Chinese

Google Scholar

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

Google Scholar

[4] Jingjing Xie: Anchoring Mechanism and Design Methods of Fiber Reinforced Plastics Bolt [D], Zhengzhou University, 2002. In Chinese

Google Scholar

[5] Lei Gao: Experimental Study on Tensile Character and Failure Mechanism of GFRP Rebar [Master Dissertation], Zhengzhou, North China Institute of Water Conservancy and Hydroelectric Power, 2007. In Chinese

Google Scholar

[6] Guowei Li, Lirui Qiu: Application Test of Frame Beam of GFRP Anchor Bolt for Road Slope, CHES No. 9 Academic Conference of Ground and Foundation Engineering of Water Conservancy and Hydroelectric Power, 2007. In Chinese

Google Scholar

[7] American Concrete Institute: Guide for the Design and Construction of Concrete Reinforced with FRP Bars[S], ACI Report 440.IR--O103, Farmington Hills, (2004)

Google Scholar

[8] Canadian Standards Association, CAN/CSA-S806-02, Design and Construction of Building Components with Fibre Reinforced PolymersIs], Canadian Stand-ards Association, Rexdale, Ontario, (2002)

Google Scholar

[9] Japanese Society of Civil Engineers(JSCE), Recommendations for Design and Construction of Concrete Structures Using Continuous Fibre Reinforced Materials[S], JSCE, Tokyo, Japan, (1997)

Google Scholar

[10] Xue Weichen: New Progress on Fiber-Reinforced Plastic Concrete, National Natural Science Foundation of China, 2004, (1): 10-12

Google Scholar

[11] Jie Nian, Yu Zhang, Gang Chen: Research on New Anchor Bolt of Glass Fiber Reinforced Plastics [J] Coal Mining, 2001, (4):45-47. In Chinese

Google Scholar

[12] Keyuan Zhou: Research on Application of GFRP Anchor Bolt for Slope Support [J], Subgrade Engineering, 2010,151 (4):18-21. In Chinese

Google Scholar

[13] Larke JLWaldron P: The reinforcement of concrete structures with advanced composites [J], The Structural Engineer, 1996, 17(3):56-61

Google Scholar

[14] Brahim Tighiouart, Brahim Benmokrane, Phalguni Mukhopadhyaya: Bond Strength Of Glass FRP Rebar Splices in Beams under Static Loading[J], Construction and Building Materials 1999(13): 383~392

DOI: 10.1016/s0950-0618(99)00037-9

Google Scholar

[15] Dejke V Teppers R, Durability and Service Life Time Prediction of GFRP for Concrete Reinforcement, FRPRCS-5: Durability of Fibre Reinforced Plastics, ed, Thomas Telford, 2001, 505-513

Google Scholar

[16] Xiaohui Ma, Xiaodong Huang, Guowei Li, Kang Liang: Deformation Characteristic of GFRP Anchor Bolt Under Tensile Load [J], Chinese Journal of Rock Mechanics and Engineering, 2005, 17(3):33-36. In Chinese

Google Scholar

[17] Zhihuai Huang, Guowei Li, Yuqi Li: On-site Contrast Tests on Characteristic of Bearing Capacity of GFRP Anchor Bolts in Different Diameters [J], FRP/CM, 2010, 24(6):31-35. In Chinese

Google Scholar

[18] Changdong Zhou, Xilin Lv, Ye Jin: Research on Mechanical Performance of GFRP Bolt Under Fire Temperature [J], Journal of Architecture and Civil Engineering, 2006, 23(6):56-62. In Chinese

Google Scholar

[19] Yinghao Liu, Yong Yuan: Experimental Research on Anchorage Performance of Full-Thread GFRP Bonding Anchor Bolts [J], Chinese Journal of Rock Mechanics and Engineering, 2010,26(13):26-34. In Chinese

Google Scholar

[20] Changliang Lu, Tingwang Liu: Test and Research on Corrosion Resistance of GFRP Anchor Bolt [J], Journal of China and Foreign Highway, 2009,10: 5-6. In Chinese

Google Scholar