[논문]Rapid full-scale expansion joint monitoring using wireless hybrid sensor

Jang, Shinae; Dahal, Sushil; Li, Jingcheng

doi:10.12989/sss.2013.12.3_4.415

[국내논문] Rapid full-scale expansion joint monitoring using wireless hybrid sensor

Smart structures and systems, v.12 no.3/4, 2013년, pp.415 - 426

Jang, Shinae (Department of Civil and Environmental Engineering, University of Connecticut) , Dahal, Sushil (Department of Civil and Environmental Engineering, University of Connecticut) , Li, Jingcheng (Department of Civil and Environmental Engineering, University of Connecticut)

Abstract ▼ AI-Helper

Condition assessment and monitoring of bridges is critical for safe passenger travel, public transportation, and efficient freight. In monitoring, displacement measurement capability is important to keep track of performance of bridge, in part or as whole. One of the most important parts of a bridge is the expansion joint, which accommodates continuous cyclic thermal expansion of the whole bridge. Though expansion joint is critical for bridge performance, its inspection and monitoring has not been considered significantly because the monitoring requires long-term data using cost intensive equipment. Recently, a wireless smart sensor network (WSSN) has drawn significant attention for transportation infrastructure monitoring because of its merits in low cost, easy installation, and versatile on-board computation capability. In this paper, a rapid wireless displacement monitoring system, wireless hybrid sensor (WHS), has been developed to monitor displacement of expansion joints of bridges. The WHS has been calibrated for both static and dynamic displacement measurement in laboratory environment, and deployed on an in-service highway bridge to demonstrate rapid expansion joint monitoring. The test-bed is a continuous steel girder bridge, the Founders Bridge, in East Hartford, Connecticut. Using the WHS system, the static and dynamic displacement of the expansion joint has been measured. The short-term displacement trend in terms of temperature is calculated. With the WHS system, approximately 6% of the time has been spent for installation, and 94% of time for the measurement showing strong potential of the developed system for rapid displacement monitoring.

Keyword

참고문헌 (25)

American Society of Civil Engineers, (2009), Report Card for America's Infrastructure Bridge Preservation guide, Maintaining a state of good repair using cost effective investment strategies. FHWA-HIF-11042.
Charron, G. (2006), Montreal bridge collapse: a case of criminal neglect, World Socialist Web Site (http://www.wsws.org/articles/2006/oct2006/mont-o06.shtml)
ConnDOT (State of Connecticut Department of Transportation). (2005), Traffic volumes state maintained highway network (Traffic log), http://www.ct.gov/dot/LIB/dot/Documents/dpolicy/traflog/traflog.pdf, downloaded May 1, 2012.
Contreras, G.K., Fitch, J., Karamavros, J. and Bansal, R. (2011), The High-Fidelity multi-scale power efficient sensor board, ECE Senior Design Project, University of Connecticut, Storrs CT http://www.ee.uconn.edu/SeniorDesign/projects/ecesd137/SeniorDesignFinalReport.pdf
Doebling, S.W., Farrar, C.R., Prime, M.B., and Shevitz, D.W. (1996), Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: a literature review, Los Alamos National Laboratory Report, LA-13070-MS.
Dornsife, R.J (2000), Expansion joints:bridge engineering handbook, CRC Press, NY.
Graybeal, B.A., Walther, R.A. and Washer G.A. (2007), "Ultrasonic inspection of bridge hanger pins", Transport. Res. B., 1697(2000), 19-23.
Guerreiro, H., Rebelo, R.C. and Gomes, L. (2011). "Bridge expansion joints monitoring system", Proceedings of the IEEE International Conference on Intelligent Engineering Systems - INES.
Ho, D.D., Lee, P.Y., Nguyen, K.D., Hong, D.S., Lee, S.Y., Kim, J.T., Shin, S.W., Yun, C.B. and Shinozuka, M. (2012), "Solar-power multi-scale sensor node on Imote2 platform for hybrid SHM in cable-stayed bridge", Smart Struct. Syst., 9 (2), 145-164.

상세보기
Jang, S., Dahal, S., Contreras, G.K., Fitch, J., Karamavros, J. and Bansal, R. (2012), "Hybrid structural health monitoring for in-service highway bridges using wireless multi-scale sensors", Proceedings of the SPIE, doi:10.1117/12.920866.
Jang, S., Jo, H., Cho, S., Mechitov, K., Rice, J.A., Sim, S.H., Jung, H.J., Yun, C.B., Spencer, Jr., B.F. and Agha, G. (2010), "Structural health monitoring of a cable-stayed bridge using smart sensor technology: deployment and evaluation", Smart Struct. Syst., 6(5-6), 439-459.

상세보기
Jang. S., Spencer, Jr., B. F., Rice. J.A. and Wang, Z. (2011), "Structural monitoring of a historic truss bridge using a wireless sensor network", Adv. Struct. Eng., 14(1), 93-101.

상세보기
Jo, H., Sim, S.H., Mechitov., K., Kim, R., Li, J., Moinzadeh, P., Spencer, Jr., B.F., Park, J.W., Cho, S., Jung, H.J., Yun, C.B., Rice, J. and Nagayama, T. (2011), "Hybrid wireless smart sensor network for full-scale structural health monitoring of a cable-stayed bridge", Proceedings of the SPIE, doi:10.1117/12.880513.
Kim S., Pakzad, S., Culler, D., Demmel, D., Fenves, G., Glaser, S. and Turon, M. (2007), "Health monitoring of civil infrastructures using wireless sensor networks", Proceedings of the 6th Int. Conf. on Information Processing in Sensor Networks.
Lee, J.J., Fukuda, Y., Shinozuka, M., Cho, S. and Yun, C.B. (2007), "Development and application of a vision-based displacement measurement system for structural health monitoring of civil structure", Smart Struct. Syst., 3(3), 373-384.

상세보기
Lynch, J.P., Wang, Y., Loh, K.J., Yi, J.H. and Yun, C.B. (2006), "Performance monitoring of the Geumdang Bridge using a dense network of high-resolution wireless sensors", Smart Mater. Struct., 15(6), 1561-1575.

상세보기
Nagayama, T. and Spencer Jr., B.F. (2007), Structural health monitoring using smart sensors, NSEL Report Series, No. 1, University of Illinois at Urbana-Champaign http://hdl.handle.net/2142/3521.
Nakamura, S. (2000), "GPS measurement of wind-induced suspension bridge girder displacements", J. Struct.Eng. - ASCE, 126(12), 1413-1419.

상세보기
Nassif, H. H., Gindy, M. and Davis, J. (2005), "Comparison of laser doppler vibrometer with contact sensors for monitoring bridge deflection and vibration", NDT&E. Int., 38(3), 213-218.

상세보기
Ni, Y.Q., Hua, X.G., Wong, K.Y., Ko, J.M. and ACSE, F. (2007), "Assessment of bridge expansion joints using long-term displacement and temperature measurement", J. Perform. Constr. Fac., 2(21), 143-151.
Pakzad, S. (2008), Statistical approach to structural monitoring using scalable wireless sensor networks, Ph.D. Dissertation, University of California, Berkeley.
Rice, J.A. and Spencer Jr., B.F. (2009), Flexible smart sensor framework for autonomous full-scale structural health monitoring, NSEL Report No. 18, University of Illinois at Urbana-Champaign. http://hdl.handle.net/2142/13635
Sohn, H., Farrar, C.R., Hemez, F.M., Shunk, D.D., Stinemates, D.W. and Nadler, B.R. (2003), A review of structural health monitoring literature: 1996-2001, Los Alamos National Laboratory Report, LA-13976-MS.
State of Connecticut Department of Transportation (2006), Traffic Volumes State Maintained Highway Network (Traffic log), www.ct.gov/dot/LIB/dot/Documents/dpolicy/traflog/traflog.pdf, accessed on Aug 1, 2012.
Wahbeh, A.M., Caffrey, J.P. and Masri, S.F. (2003), "A vision-based approach for the direct measurement of displacements in vibrating systems", Smart Mater. Struct. 12(5), 785-794.

상세보기

저자의 다른 논문 :

활용도 분석정보

상세보기

다운로드

내보내기

활용도 Top5 논문

해당 논문의 주제분야에서 활용도가 높은 상위 5개 콘텐츠를 보여줍니다.
더보기 버튼을 클릭하시면 더 많은 관련자료를 살펴볼 수 있습니다.

내보내기 구분	파일저장 인쇄 메일전송
구성항목	기본정보 상세정보 관리번호, 논문명, 저널/프로시딩명, 저자 , 발행년, 권, 호, 시작페이지, 끝페이지, 발행기관 관리번호, 논문명, 대등논문명, 저자 , 저널/프로시딩명, 발행기관, 발행년, 발행언어, 권, 호, 시작페이지, 끝페이지, ISBN, ISSN, 주제분야, 키워드, 초록(한글), 초록(영문), 저자(소속기관)
저장형식	Text(ASCII format) Excel format RefWorks Direct Export RIS format (for Reference Manager, ProCite, EndNote), Scholar's Aids, Mendeley
메일정보	받는사람 (필수) @ 보내는사람 (선택) @ 제목 내용 KISTI 검색결과 이메일 서비스
안내	총 건의 자료가 검색되었습니다. 다운받으실 자료의 인덱스를 입력하세요. (1-10,000) 검색결과의 순서대로 최대 10,000건 까지 다운로드가 가능합니다. 데이타가 많을 경우 속도가 느려질 수 있습니다.(최대 2~3분 소요) 다운로드 파일은 UTF-8 형태로 저장됩니다. 파일의 내용이 제대로 보이지 않을실 때는 웹브라우저 상단의 보기 -> 인코딩 -> 자동선택 여부를 확인하십시오. ~ Text(ASCII format) Excel format

연합인증