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Lessons Learned in Structural Health Monitoring of Bridges Using Advanced Sensor Technology
KTH, Skolan för arkitektur och samhällsbyggnad (ABE), Byggvetenskap, Bro- och stålbyggnad.
2011 (engelsk)Doktoravhandling, med artikler (Annet vitenskapelig)
Abstract [en]

Structural Health Monitoring (SHM) with emerging technologies like e.g. fibre optic sensors, lasers, radars, acoustic emission and Micro Electro Mechanical Systems (MEMS) made an entrance into the civil engineering field in last decades. Expansion of new technologies together with development in data communication benefited for rapid development. The author has been doing research as well as working with SHM and related tasks nearly a decade. Both theoretical knowledge and practical experience are gained in this constantly developing field.

This doctoral thesis presents lessons learned in SHM and sensory technologies when monitoring civil engineering structures, mostly bridges. Nevertheless, these techniques can also be used in most applications related to civil engineering like dams, high rise buildings, off-shore platforms, pipelines, harbour structures and historical monuments. Emerging and established technologies are presented, discussed and examples are given based on the experience achieved. A special care is given to Fibre Optic Sensor (FOS) technology and its latest approach. Results from crack detection testing, long-term monitoring, and sensor comparison and installation procedure are highlighted. The important subjects around sensory technology and SHM are discussed based on the author's experience and recommendations are given.

Applied research with empirical and experimental methods was carried out. A state-of-the art-review of SHM started the process but extensive literature studies were done continuously along the years in order to keep the knowledge up to date. Several SHM cases, both small and large scale, were carried out including sensor selection, installation planning, physical installation, data acquisition set-up, testing, monitoring, documentation and reporting. One case study also included modification and improvement of designed system and physical repair of sensors as well as two Site Acceptance Tests (SATs) and the novel crack detection system testing. Temporary measuring and testing also took place and numerous Structural Health Monitoring Systems (SHMSs) were designed for new bridges. The observed and measured data/phenomena were documented and analysed. 

Engineers, researchers and owners of structures are given an essential implement in managing and maintaining structures. Long-term effects like shrinkage and creep in pre-stressed segmental build bridges were studied. Many studies show that existing model codes are not so good to predict these long-term effects. The results gained from the research study with New Årsta Railway Bridge are biased be the fact that our structure is indeed special. Anyhow, the results can be compared to other similar structures and adequately used for the maintenance planning for the case study.

A long-term effect like fatigue in steel structures is a serious issue that may lead to structural collapse. Novel crack detection and localisation system, based on development on crack identification algorithm implemented in DiTeSt system and SMARTape delamination mechanism, was developed, tested and implemented. Additionally, new methods and procedures in installing, testing, modifying and improving the installed system were developed.

There are no common procedures how to present the existing FOS techniques. It is difficult for an inexperienced person to judge and compare different systems. Experience gained when working with Fibre Optic Sensors (FOS) is collected and presented. The purpose is, firstly to give advice when judging different systems and secondly, to promote for more standardised way to present technical requirements. Furthermore, there is need to regulate the vocabulary in the field.

Finally, the general accumulated experience is gathered. It is essential to understand the complexity of the subject in order to make use of it. General trends and development are compared for different applications. As the area of research is wide, some chosen, specific issues are analysed on a more detailed level. Conclusions are drawn and recommendations are given, both specific and more general. SHMS for a complex structure requires numerous parameters to be measured. Combination of several techniques will enable all required measurements to be taken. In addition, experienced specialists need to work in collaboration with structural engineers in order to provide high-quality systems that complete the technical requirement. Smaller amount of sensors with proper data analysis is better than a complicated system with numerous sensors but with poor analysis. Basic education and continuous update for people working with emerging technologies are also obligatory.

A lot of capital can be saved if more straightforward communication and international collaboration are established: not only the advances but also the experienced problems and malfunctions need to be highlighted and discussed in order not to be repeated. Quality assurance issues need to be optimized in order to provide high quality SHMSs. Nevertheless, our structures are aging and we can be sure that the future for sensory technologies and SHM is promising.

The final conclusion is that an expert in SHM field needs wide education, understanding, experience, practical sense, curiosity and preferably investigational mind in order to solve the problems that are faced out when working with emerging technologies in the real world applications.  The human factor, to be able to bind good relationship with workmanship cannot be neglected either. There is also need to be constantly updated as the field itself is in continuous development.

sted, utgiver, år, opplag, sider
Stockholm: KTH Royal Institute of Technology , 2011. , xiii, 47 s.
Serie
Trita-BKN. Bulletin, ISSN 1103-4270 ; 108
Emneord [en]
Structural Health Monitoring, Structural Health Monitoring System, bridges, sensor technology, emerging technology, fibre optics, fibre optic sensors concrete, creep, shrinkage, steel, distributed sensors, crack detection
HSV kategori
Forskningsprogram
Järnvägsgruppen - Infrastruktur
Identifikatorer
URN: urn:nbn:se:kth:diva-48131OAI: oai:DiVA.org:kth-48131DiVA: diva2:456855
Disputas
2011-12-02, B1, Brinellvägen 23, KTH, Stockholm, 10:00 (engelsk)
Opponent
Veileder
Prosjekter
SHMS of the New Årsta Railway Bridge
Merknad
QC 20111117Tilgjengelig fra: 2011-11-17 Laget: 2011-11-16 Sist oppdatert: 2011-11-17bibliografisk kontrollert
Delarbeid
1. Evaluation of a large-scale bridge strain, temperature and crack monitoring with distributed fibre optic sensors
Åpne denne publikasjonen i ny fane eller vindu >>Evaluation of a large-scale bridge strain, temperature and crack monitoring with distributed fibre optic sensors
2011 (engelsk)Inngår i: Journal of Civil Structural Health Monitoring, ISSN 2190-5452, Vol. 1, nr 1-2, 37-46 s.Artikkel i tidsskrift (Fagfellevurdert) Published
Abstract [en]

Many structures like bridges are ageing and the necessity to measure the uncertain parameters is relevant. Crack-related parameters can be measured with traditional  techniques like crack gauges and displacement transducers. A method that can detect and localise cracks as well as measure crack width is most favourable. Several distributed and quasi-distributed systems were introduced to the market and tested in recent years. This paper presents a large-scale Structural Health Monitoring project based on stimulated Brillouin scattering in optical fibres for an old bridge. The Go¨taa¨lv Bridge is a continuous steel girder bridge with concrete bridge deck. Steel girders suffer from fatigue and mediocre steel quality and some severe cracking and also a minor structural element collapse have taken place. The system installed on the bridge measures strain profiles along the whole length of the bridge and detects cracks that are wider than 0.5 mm. Procedures like factory acceptance test, site acceptance test, laboratory testing and field testing are presented and analysed. Innovative technology was developed, tested and applied on the bridge. Heuristic knowledge was collected; conclusions are presented and discussed for future development.

sted, utgiver, år, opplag, sider
USA: Springer, 2011
Emneord
Bridges Field testing and monitoring
HSV kategori
Identifikatorer
urn:nbn:se:kth:diva-48159 (URN)10.1007/s13349-011-0004-x (DOI)2-s2.0-84857665656 (Scopus ID)
Merknad

QC 20111116

Tilgjengelig fra: 2011-11-16 Laget: 2011-11-16 Sist oppdatert: 2017-03-28bibliografisk kontrollert
2. New and Emerging Technologies in Structural Health Monitoring
Åpne denne publikasjonen i ny fane eller vindu >>New and Emerging Technologies in Structural Health Monitoring
2013 (engelsk)Inngår i: Handbook of Measurement in Science and Engineering: Volume 1 / [ed] Myer Kutz, Hoboken, New Jersey: Wiley , 2013, 3-78 s.Kapittel i bok, del av antologi (Annet vitenskapelig)
sted, utgiver, år, opplag, sider
Hoboken, New Jersey: Wiley, 2013
HSV kategori
Identifikatorer
urn:nbn:se:kth:diva-48239 (URN)978-0-470-40477-5 (ISBN)
Merknad

QC 20131030

Tilgjengelig fra: 2011-11-16 Laget: 2011-11-16 Sist oppdatert: 2013-10-30bibliografisk kontrollert
3. Gathered Knowledge of Structural Health Monitoring of Bridges with Fibre Optic Sensors
Åpne denne publikasjonen i ny fane eller vindu >>Gathered Knowledge of Structural Health Monitoring of Bridges with Fibre Optic Sensors
2011 (engelsk)Inngår i: Proceedings of the ICE - Bridge Engineering: on 13 October 2011, 2011Konferansepaper, Publicerat paper (Annet vitenskapelig)
HSV kategori
Identifikatorer
urn:nbn:se:kth:diva-48291 (URN)
Merknad
QC 20111117Tilgjengelig fra: 2011-11-17 Laget: 2011-11-17 Sist oppdatert: 2011-11-17bibliografisk kontrollert
4. New Årsta Railway Bridge: A Long Term SHM Case Study with Fibre Optic Sensors
Åpne denne publikasjonen i ny fane eller vindu >>New Årsta Railway Bridge: A Long Term SHM Case Study with Fibre Optic Sensors
2011 (engelsk)Inngår i: Nordic Concrete Research: 30 September 2011, 2011Konferansepaper, Publicerat paper (Annet vitenskapelig)
HSV kategori
Identifikatorer
urn:nbn:se:kth:diva-48292 (URN)
Merknad
QC 20111117Tilgjengelig fra: 2011-11-17 Laget: 2011-11-17 Sist oppdatert: 2011-11-17bibliografisk kontrollert

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