RABIT: implementation, performance validation and integration with other robotic platforms for improved management of bridge decks

被引:47
作者
Gucunski N. [1 ]
Basily B. [1 ]
Kim J. [2 ]
Yi J. [3 ]
Duong T. [3 ]
Dinh K. [3 ]
Kee S.-H. [4 ]
Maher A. [3 ]
机构
[1] Rutgers, The State University of New Jersey, 96 Frelinghuysen Rd, Piscataway, 08854, NJ
[2] Ajou University, Sanhakwon 712, 206 Worldcup-ro, Yeongtong-gu, Suwon-Si, 16499, Gyeonggi-do
[3] Rutgers, The State University of New Jersey, 100 Brett Rd, Piscataway, 08854, NJ
[4] Department of Architectural Engineering, Dong-A University, 37 Nakdong-Daero, Busan
基金
美国国家科学基金会;
关键词
Bridge decks; Concrete; Corrosion; Deterioration; Electrical resistivity; GPR; Impact echo; Nondestructive evaluation; Rehabilitation; Robotics; Surface waves;
D O I
10.1007/s41315-017-0027-5
中图分类号
学科分类号
摘要
Accurate condition assessment and monitoring of concrete bridge deck deterioration progression requires both use of multiple nondestructive evaluation (NDE) technologies and automation in data collection and analysis. RABIT (robotics assisted bridge inspection tool) for bridge decks enables fully autonomous data collection at rates three or more times higher than it is typically done by a team of five inspectors using manual NDE technologies. The system concentrates on the detection and characterization of three most common internal deterioration and damage types: rebar corrosion, delamination, and concrete degradation. For that purpose, RABIT implements four NDE technologies: electrical resistivity (ER), ground-penetrating radar (GPR), impact echo (IE) and ultrasonic surface waves (USW) method. High productivity and higher spatial data resolution are achieved through the use of large sensor arrays or multiple probes for the four NDE methods. RABIT surveys also complement visual inspection by collecting high resolution images of the deck surface, which can be used for crack mapping and documentation of deck spalling, previous repairs, etc. The NDE technologies are used in a complementary way to enhance the overall condition assessment, certainty regarding the detected deterioration and better identification of the primary cause of deterioration. RABIT’s components, operation, field implementation and validation, as well as future integration with a robotic platform for minimally invasive rehabilitation, are described. © 2017, Springer Nature Singapore Pte Ltd.
引用
收藏
页码:271 / 286
页数:15
相关论文
共 25 条
[1]  
ASTM Standard D6087-08—standard test method for evaluating asphalt-covered concrete bridge decks using ground penetrating radar, (2008)
[2]  
ASTM C876-09 Standard: standard test method for half cell potentials of reinforcing steel in concrete, (2009)
[3]  
Barnes C.L., Trottier J.-F., Ground penetrating radar for network level concrete deck repair management, J. Transp. Eng., 126, 3, pp. 257-262, (2000)
[4]  
Brown R.D., Mechanisms of corrosion of steel in concrete in relation to design, inspection, and repair of offshore and coastal structures, SP-65: Performance of concrete in marine environments, pp. 169-204, (1980)
[5]  
Carino N.J., The impact-echo method: An overview, ASCE, (2001)
[6]  
Gibson A., Popovics J.S., Lamb wave basis for impact-echo method analysis, J. Eng. Mech., 131, 4, pp. 438-443, (2005)
[7]  
Gowers K.R., Millard S.G., Measurement of concrete resistivity for assessment of corrosion severity of steel using Wenner technique, ACI Mater. J., 96, 5, pp. 536-542, (1999)
[8]  
Gucunski N., Consolazio G.R., Maher A., Concrete bridge deck delamination detection by integrated ultrasonic methods, Int. J. Mater. Prod. Technol., 26, 1-2, pp. 19-34, (2006)
[9]  
Gucunski N., Rascoe C., Parrillo R., Roberts R., Comparative study of bridge deck condition assessment by high frequency GPR, Proc. of the ASNT’s NDE/NDE for Highways and Bridges: Structural Materials Technology (SMT) Conference, (2008)
[10]  
Gucunski N., Parvardeh H., Romero F., Pailes B.M., Deterioration progression monitoring in concrete bridge decks using periodical NDE surveys, Proc. Second Conference on Smart Monitoring, Assessment and Rehabilitation of Civil Structures, (2013)