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Improving a bridge fatigue life prediction by monitoring
KTH, Skolan för arkitektur och samhällsbyggnad (ABE), Byggvetenskap, Bro- och stålbyggnad. (Brobyggnad)ORCID-id: 0000-0002-2833-4585
2010 (engelsk)Licentiatavhandling, med artikler (Annet vitenskapelig)
Abstract [en]

For steel railway bridges, fatigue is the main reason for a limited service life. An initial prediction of the fatigue life is usually performed using loads and conservative assumptions stated in the governing standards. The result is used for decisions of further actions. Even if the result is an insufficient residual life, some bridges are not easy to strengthen or replace without causing large traffic disturbance. In this licentiate thesis, the real load effect is studied by monitoring a bridge during service. The aim is to improve the fatigue life prediction by reducing the uncertainties in the traffic load and finally attain a longer theoretical service life of the bridge.

A case study of the Söderström Bridge in central Stockholm, one of Sweden’s most important railway bridges, is incorporated in the studies. Previously performed theoretical assessments have shown alarming results regarding the remaining fatigue life for some of the structural members in the bridge. To verify the result and hopefully receive more favorable stress ranges, the bridge was instrumented with a monitoring system in 2008. The bridge and the monitoring campaign are thoroughly presented. Owing to the large data volume produced by the monitoring system, robust routines and procedures for quality assurance have been required. A deterministic fatigue assessment is presented based on 43 days of continuous measurements comprising more than 17 thousand train passages. Unfortunately, also this fatigue assessment indicates high fatigue damages.

A large monitoring system with many gauges enables a statistical evaluation of the quality of the measurements. By the principle of Analysis of Variance, a comparison of the stress range spectra can be performed with the aim of finding deviant spectra and corrupt gauges. An additional aspect is the length of the monitoring period, meaning the required duration for obtaining a stable result. A model for the convergence progress is proposed which could be incorporated in a monitoring system for use during service.

The extensive monitoring program of the Söderström Bridge has resulted in reliable stress range spectra. By curve fitting and goodness-of-fit tests measured spectra have been compared with known statistical distributions. These distributions can be used for future fatigue reliability assessments.

sted, utgiver, år, opplag, sider
Stockholm: KTH , 2010.
Serie
Trita-BKN. Bulletin, ISSN 1103-4270 ; 106
HSV kategori
Identifikatorer
URN: urn:nbn:se:kth:diva-28618OAI: oai:DiVA.org:kth-28618DiVA, id: diva2:388682
Presentation
2011-01-21, Sal B1, Brinellvägen 23, Stockholm, 13:00 (svensk)
Opponent
Veileder
Merknad
QC 20110120Tilgjengelig fra: 2011-01-20 Laget: 2011-01-18 Sist oppdatert: 2011-01-20bibliografisk kontrollert
Delarbeid
1. Monitoring and enhanced fatigue evaluation of a steel railway bridge
Åpne denne publikasjonen i ny fane eller vindu >>Monitoring and enhanced fatigue evaluation of a steel railway bridge
2010 (engelsk)Inngår i: Engineering structures, ISSN 0141-0296, E-ISSN 1873-7323, Vol. 32, nr 3, s. 854-863Artikkel i tidsskrift (Fagfellevurdert) Published
Abstract [en]

During routine inspections of the Soderstrom Bridge in central Stockholm, one of Sweden's most important railway bridges, cracks were found in the web of the main steel beams. The finding initiated theoretical Studies which showed that the cracks developed mainly due to poorly designed connections of the cross beams and out-of-plane bending of the web. The Studies also showed an alarming result regarding the remaining fatigue life of the stringers and the cross beams. However, no cracks or other damage have been found on these components during the inspections. To explore the differences between the theoretical indications and the inspected reality, an extensive monitoring program has been performed. This article describes the monitoring program and the analysis methods used. Some results regarding the remaining fatigue life based on measured and theoretical values are presented. (C) 2009 Elsevier Ltd. All rights reserved.

Emneord
Railway bridge, Monitoring, Bridge assessment, Fatigue, Dynamics
HSV kategori
Identifikatorer
urn:nbn:se:kth:diva-28452 (URN)10.1016/j.engstruct.2009.12.011 (DOI)000275488000021 ()2-s2.0-75749154751 (Scopus ID)
Merknad
QC 20110117Tilgjengelig fra: 2011-01-17 Laget: 2011-01-14 Sist oppdatert: 2017-12-11bibliografisk kontrollert
2. Statistical evaluation of monitored data intended for fatigue reliability assessment
Åpne denne publikasjonen i ny fane eller vindu >>Statistical evaluation of monitored data intended for fatigue reliability assessment
(engelsk)Inngår i: Structural Safety, ISSN 0167-4730, E-ISSN 1879-3355Artikkel i tidsskrift (Annet vitenskapelig) Submitted
Emneord
monitoring, analysis of variance, fatigue, stress range, railway bridge, bridge assessment
HSV kategori
Identifikatorer
urn:nbn:se:kth:diva-28617 (URN)
Merknad

QCR 20161212

Tilgjengelig fra: 2011-01-20 Laget: 2011-01-18 Sist oppdatert: 2017-12-11bibliografisk kontrollert

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