Study on Defect Detection Technology for Bridge Deck Pavements

Chengchao Guo, Pengfei Xu, Can Cui

Strategic Study of CAE ›› 2017, Vol. 19 ›› Issue (6) : 38-43.

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Strategic Study of CAE ›› 2017, Vol. 19 ›› Issue (6) : 38-43. DOI: 10.15302/J-SSCAE-2017.06.006
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Study on Defect Detection Technology for Bridge Deck Pavements

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Abstract

The bridge deck is the most vulnerable part of a bridge during its entire life cycle. The deck pavement is often adversely affected by improper construction methods, the aging of concrete, and corrosion of steel bars. This then has an adverse effect on the structure and overall performance of the bridge. Therefore, it is necessary to determined defects related to the bridge deck and to conduct relevant quality evaluations. This article describes the mechanism, application methods, and testing equipment of four mainstream nondestructive testing technologies used worldwide: ground penetrating radar, half-cell potential, impact echo, and infrared thermography. The use of one or more of these methods can accurately assess the deterioration of the bridge deck and make a rapid, nondestructive evaluation, which provides technical support for rapid detection and accurate evaluation of the deck situation, leading to reduced structural defects and an extended bridge life cycle.

Keywords

bridge deck pavement / defect / nondestructive testing

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Chengchao Guo, Pengfei Xu, Can Cui. Study on Defect Detection Technology for Bridge Deck Pavements. Strategic Study of CAE, 2017, 19(6): 38‒43 https://doi.org/10.15302/J-SSCAE-2017.06.006

References

[1]
Graybeal B A, Phares B M, Rolander D D, et al. Visual inspection of highway bridges [J]. Journal of Nondestructive Evaluation, 2002, 21(3): 67–83.
[2]
Zaniewski J.Vehicle operating costs, fuel consumption and pave-ment type and condition factors[R]. Washington DC: Federal Highway Administration, 2010.
[3]
Standard test method for corrosion potentials of uncoated reinforc-ing steel in concrete [S].
[4]
Stratfull R. Half cell potentials and the corrosion of steel in con-crete [R].
[5]
罗斌. 探地雷达在路基路面异常体病害探测中的应用 [J]. 公路工程, 2007, 32(6): 153–156.
[6]
郭士礼, 蔡建超, 张学强, 等. 探地雷达检测桥梁隐蔽病害方法研究 [J]. 地球物理学进展, 2012, 27(4):1812–1821.
[7]
潘海结, 潘海军, 戴天帅. GPR 在桥梁无损检测中的应用研究 [J]. 重庆工商大学学报(自然科学版), 2012, 29(2): 85–89.
[8]
张志清, 刘晓姗, 丛铖东, 等. IES 冲击回波仪在钢筋混凝土桥面局部精确检测的应用分析 [J]. 交通信息与安全 , 2012, 30(5):135–138.
[9]
李秀凤. 基于红外成像路面隐伏缺陷探测及有限元数值模拟技术研究(硕士学位论文) [D]. 哈尔滨:哈尔滨工业大学, 2009.
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