Frontier of continuous structural health monitoring system for short & medium span bridges and condition assessment

Abstract

It is becoming an important social problem to make maintenance and rehabilitation of existing short and medium span(10-20 m) bridges because there are a huge amount of short and medium span bridges in service in the world. The kernel of such bridge management is to develop a method of safety(condition) assessment on items which include remaining life and load carrying capacity. Bridge health monitoring using information technology and sensors is capable of providing more accurate knowledge of bridge performance than traditional strategies. The aim of this paper is to introduce a state-of-the-art on not only a rational bridge health monitoring system incorporating with the information and communication technologies for lifetime management of existing short and medium span bridges but also a continuous data collecting system designed for bridge health monitoring of mainly short and medium span bridges. In this paper, although there are some useful monitoring methods for short and medium span bridges based on the qualitative or quantitative information, mainly two advanced structural health monitoring systems are described to review and analyse the potential of utilizing the long term health monitoring in safety assessment and management issues for short and medium span bridge. The first is a special designed mobile in-situ loading device(vehicle) for short and medium span road bridges to assess the structural safety(performance) and derive optimal strategies for maintenance using reliability based method. The second is a long term health monitoring method by using the public buses as part of a public transit system (called bus monitoring system) to be applied mainly to short and medium span bridges, along with safety indices, namely, “characteristic deflection” which is relatively free from the influence of dynamic disturbances due to such factors as the roughness of the road surface, and a structural anomaly parameter.

Graphical abstract

Keywords

condition assessment / short & medium span bridge / structural health monitoring(SHM) / long-term data collection / system / maintenance / bridge performance / information technology / loading vehicle(public bus) / in-situ loading

References

[1] Boller C, Chang F, Fujino Y. Encyclopedia of Structural Health Monitoing. A John Wiley and Sons Ltd. Publication, 2009, 1–6

[2] Wang T L, Zong Z. Final Report: Improvement of Evaluation Method for Existing Highway Bridges, Department of Civil & Environmental Engineering, Florida International University, USA, 2002, 3

[3] Aktan A E, Pervizpour M, Catbas N, Grimmelsman K, Barrish R, Curtis J, Qin X. Information Technology Research for Health Monitoring of Bridge Systems. Drexel University Intelligent Infrastructure and Transportation Safety Institute, Philadelphia, USA, 2002

[4] Gutermann M, Schröder C. Loading Vehicle BELFA – development and experience gained in 10 years of practice –, Structural Health Monitoring and Maintenance of Short- & Medium-Span Bridges(Proceedings of CSHM-5), Yamaguchi University, Ube, Japan, 2013,10, (5), 1–17

[5] Gutermann M, Slowik V, Steffens K. Experimental Safety Evaluation of Concrete and Masonry Bridges. International Symposium NDT-CE 2003 in Berlin, 2003

[6] Miyamoto A, Yabe A. Development of Practical Health Monitoring System for Short- and Medium-Span Bridges based on Vibration Responses of City Bus, Journal of Civil Structural Health Monitoring, International Society for Structural Health Monitoring of Intelligent Infrastructure (ISHMII,), May 2012, 2(1): 47–63

[7] Japan Society of Civil Engineers (JSCE). Standard Specifications for Concrete Structures-2007. “Maintenance”, JSCE Guideline for Concrete, 2007

[8] Miyamoto A. Usage Management of Civil Structures. Encylopedia of Structural Health Monitoring(Ed. C. Boller, F. Chang & Y. Fujino), A John Weley & Sons Ltd. Publication, UK, Jan. 2009, 4(Ch.93), 1635–1671

[9] Wenzel H, Tanaka H. SAMCO Monitoring Glossary- Structural Dynamics for VBHM of Bridges, Austria, 2006

[10] Housner G A, Bergman L A, Caughey T K, Chassiakos A G, Claus R O, Masri S F, Skelton R E, Soong T T, Spencer B F, Yao J T P. Structural Control- Past, present and future-. Journal of Engineering Mechanics, 1997, 123(9): 897–971

[11] Wu Z S, Abe M. Structural Health Monitoring and Intelligent Infrastructure. Proceedings of the First International Conference on Structural Health Monitoring and Intelligent Infrastructure, Tokyo, Japan, Nov. 2003

[12] Mufti A, Ansari F. Structural Health Monitoring. Proceedings of the Second International Workshop on Structural Health Monitoring of Innovative Civil Engineering Structures, ISIS Canada Research Network, Sept., 2004

[13] Japan Society of Civil Engineers(JSCE). Health Monitoring Technology for Concrete Structures. Concrete Technology Series, No. 76, Japan

[14] Guidelines for Structural Health Monitoring. The Canadian Network of Centers of Excellence on Intelligent Sensing for Innovative Structures. Design Manual No. 2, September, 2001

[15] Okada K, Shiraishi M. Structural Health Monitoring System using Displacement Memorizing Sensor (Part 1 and 2). Proceedings of Annual Meeting of Architectural Institute of Japan(AIJ), Sep, 2005(in Japanese)

[16] Udwadia F E, Garba J A. Optimal Sensor Locations for Structural Identification. Proceedings of JPL Workshop on Identification and Control of Flexible Space Structure, 1985, 247–261

[17] Kammer D C. Sensor Placement for on Orbit Modal Identification and Correlation of Large Space Structures. AIAA Journal, 1991, 26(1): 104–112

[18] Hemez F M, Farhat C. An Energy based Optimum Sensor Placement Criteria and Its Application to Structural Damage Detection. Proceedings of the 12th International Modal Analysis Conference, Society of Experimental Mechanics, Honolulu, 1994, 1568–1575

[19] Penny J E T, Friswell M J, Garvey S D. Automatic Choice of Measurement Locations for Dynamic Testing. AIAA Journal, 1994, 32(2): 407–414

[20] Udwadia F E. Methodology for Optimum Sensor Locations for Parameter Identification in Dynamic Systems. Journal of Engineering Mechanics, ASCE, 1994, 120(2): 368–390

[21] Heredia-Zavoni E, Esteva L. Optimal Instrumentation of Uncertain Structural Systems subject to Earthquake Motions. Earthquake Engineering & Structural Dynamics, 1998, 27(4): 343–362

[22] Cobb R G, Liebst B S. Sensor Location Prioritization and Structural Damage Localization using Minimal Sensor Information. AIAA Journal, 1997, 35(2): 369–374

[23] Cobb R G, Liebst B S. Structural Damage Identification using Assigned Partial Eigenstructure. AIAA Journal, 1997, 35(1): 152–158

[24] Shi Z Y, Law S S, Zhang L M. Optimizing Sensor Placement for Structural Damage Detection. Journal of Engineering Mechanics, ASCE, 2000, 126(11): 1173–1179

[25] Reynier M, Hisham A K. Sensors Location for Updating Problems. Mechanical Systems and Signal Processing, 1999, 13(2): 297–314

[26] Xia Y, Hao H. Measurement Selection for Vibration-based Structural Damage Identification. Journal of Sound and Vibration, 2000, 236(1): 89–104

[27] Fu G K, Moosa A G. Health Monitoring of Structures using Optical Instrumentation and Probabilistic Diagnosis, Condition Monitoring of Materials and Structures (F. Ansari(Ed), 2000, 190–201

[28] Worden K, Burrows A P. Optimal Sensor Placement for Fault Detection. Engineering Structures, 2001, 23(8): 885–901

[29] Smyth A W. The Potential of GPS and Other Displacement Sensing for Enhancing Acceleration Sensor Monitoring Array Data by Solving Low Frequency Integration Problems. Proceedings of the Second International Conference on Bridge Maintenance, Safety, Management and Cost, IABMAS04, Kyoto, Japan, Oct 2004, 533–540

[30] Mita A, Takahira S. Damage Index Sensor for Smart Structures, Department of System Design Engineering, Keio University. Structural Engineering and Mechanics, 2004, 17(3-4): 1–10

[31] Mita A, Yoshikawa S. Digital Sensor Network Using Delta-Sigma Modulation for Health Monitoring of Large Structures. II ECCOMAS Thematic Conference on Smart Structures and Materials, C.A. Mota Soares et al. (Eds.), Lisbon, Portugal, July 18–21, 2005

[32] Gutermann M, Schröder C. Existing Structures- old and disused- Experimental Approaches for Extension of Lifetime. Proceedings of 50th Annual Conference on Experimental Stress Analysis, Tábor, Czech Republic, June, 2012

[33] AfStb D. (Ed): Recommendation; Guideline for Load Testing of Concrete Structures. Beuth Verlag, Sept, 2000

[34] Gutermann M. Ein Beitrag zur experimentell gestützten Tragsicherheitsbewertung von Massivbrücken. Dresden Technical University, PhD., thesis, 2003

[35] DIN 1072. Short and Medium Span Bridges: Load Assumptions. German guideline, 12,1985

[36] DIN EN 1990. Eurocode: Basis of Structural Design, German guideline, 12, 2010

[37] Gutermann M. An Article on Experimental Assessment of Structural Safety of Solid Bridges, Proceedings of ICEM12; 12th International Conference on Experimental Mechanics, Politecnico di Bari, Italy, Sept, 2004

[38] Lin C W, Yang Y B. Use of a Passing Vehicle to Scan the Fundamental Bridge Frequencies- An Experimental Verification. Engineering Structures, 2005, 27(13): 1865–1878

[39] Wu Z S. Structural Health Monitoring and Intelligent Infrastructures in Japan. Proceedings of the First International Conference on Structural Health Monitoring and Intelligent Infrastructure, Tokyo, Japan, Nov. 2003, 1: 153–167

[40] Chang K C, Kim C W, Kawatani M. Feasibility Investigation for a Bridge Damage Identification Method through Moving Vehicle Laboratory Experiment. Structure and Infrastructure Engineering, Taylor & Francis, 2014, 10(3): 328–345

[41] Miyamoto A, Yabe A. Development of Practical Health Monitoring System for Short-and Medium-Span Bridges based on Vibration Responses of City Bus. Journal of Civil Structural Health Monitoring. International Society for Structural Health Monitoring of Intelligent Infrastructure, 2012, 2(1): 47–63 (ISHMII)

[42] Miyamoto A, Isoda S. Sensitivity Analysis of Mechanical Behaviors for Bridge Damage Assessment. Structural Engineering and Mechanics, Techno-Press, 2012, 41(4): 539–558

[43] Miyamoto A, Yabe A. Bridge Condition Assessment based on Vibration Responses of Passenger Vehicle. Journal of Physics, 2011, 305(1): 1–10 (CS)

[44] Yan Z, Miyamoto A, Jiang Z. Frequency Slice Wavelet Transform for Transient Vibration Response Analysis. Mechanical Systems and Signal Processing, 2009, 23(5): 1474–1489

[45] Yabe A, Isoda S, Nagata M, Miyamoto A. Field Test on Short/Medium Span Bridge Monitoring System based on Public Bus Vibration. Proceedings of the 67th Annual Conference of the Japan Society of Civil Engineers(JSCE), 2012, VI–232

[46] National Institute for Land and Infrastructure Management and Japan Prestressed Concrete Contractors Association. Joint Study on Refinement of Soundness Evaluation of Prestressed Concrete Highway Bridges, Chapter 4 (in Japanese), ISSN1346-7328, Technical Note of NILIM, 2010, 613, 99–105

[47] Yabe A, Miyamoto A, Isoda S, Tani N.Development of Techniques for Short/Medium-span Bridge Monitoring System using In-service Fixed-route Bus. Doboku Gakkai Ronbunshu, F4 (Construction Management), 2013, 69(2): 102–120

[48] Yabe A. Development of a method of analyzing dynamic moving body–structure in-teraction using the substructure method. Proceedings of the 61st Annual Conference of the Japan Society of Civil Engineers, 2006, 1-424, 845–846

[49] Kyoryo Shindo Kenkyukai. Measurement and Analysis of Bridge Vibration. Gihodo Shuppan, October 1993 version(in Japanese), 1993

[50] Japan Society of Civil Engineers(JSCE). Guidelines for Bridge Vibration Monitoring. Structural Engineering Series, 2000, 10: 110–119

[51] .Japan Society of Mechanical Engineers(JSME). Computer Analysis in Mechanical Engineering, Corona Publishing, 1987

[52] Miyamoto A, Yabe A. Development of Practical Health Monitoring System for Short and Medium-span Bridges based on Vibration Responses of City Bus. Journal of Civil Structural Health Monitoring. ISHMII, 2012, 2(1): 47–63

[53] Yabe A, Miyamoto A, Nagata M. Verification Tests for Practical Application of a Health Monitoring System for Short- and Medium-span Bridges based on Public Bus Vibrations, Journal of Civil Structural Health Monitoring. ISHMII, 2015, 5(1): 67–95

[54] Ube City Transportation Bureau(UTB). Ube City Municipal Bus Route Map (as of October 1, 2013)

[55] Ube City. Bridge Life Extension and Rehabilitation Plan, December 2013 version, 2013

[56] Fuji Ceramics Corporation. Triaxial accelerometer specifications, January 24 published version 2012, 2012

[57] Yan Z H, Miyamoto A, Jiang Z W, Liu X L. An Overall Theoretical Description of Frequency Slice Wavelet Transform. Mechanical Systems and Signal Processing, 2010, 24(2): 325–572

[58] Miyamoto A, Yabe A, and Válter J G L. Damage Detection Sensitivity of a Vehicle-based Bridge Health Monitoring System. Jour. of Physics: Conf. Series 842, IOP Publishing, 2017, 1–12

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