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Fatigue assessment of existing riveted truss bridges: case study

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Treść / Zawartość
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Many steel riveted bridges have been built in Poland since 1950 and they have not reached their design working lives yet. Nevertheless, a number of fatigue damages are found, especially with structural joints. Moreover, in the past 25 years the traffic on the Polish road network has increased significantly leading to the increasing number of heavy vehicles in the traffic flows. This may affect the safety, serviceability and durability of existing bridges. The road administration is therefore interested in reliable and agreed methods to assess the safety and durability of existing bridges. The special procedure has been prepared to provide technical insight on the way in which existing steel structures could be assessed and the remaining fatigue life could be estimated. This approach follows the principles and application rules in the Eurocodes and provides a scheme with various levels of analysis: a basic level with general methods and further levels, more complex and sophisticated and requiring specific experience and knowledge. This procedure has been used for the fatigue assessment of the 60-year-old riveted truss bridge. The applied procedure as well as the main results of the assessment have been presented in the paper.
Rocznik
Strony
125–--133
Opis fizyczny
Bibliogr. 23, wykr., rys., tab., fot.
Twórcy
autor
  • Roads & Bridges Department, Rzeszow University of Technology, 12 Powstańców Warszawy Ave., 35-959 Rzeszów, Poland
Bibliografia
  • [1] P. Oehme, “Damage analysis of steel structures (Sch¨aden an Stahltragwerken - eine Analyse)” (in German), Proc. IABSE 139, 121-140 (1989).
  • [2] J.W. Fisher, Fatigue and Fracture in Steel Bridges - Case Studies, John Wiley & Sons, England, 1984.
  • [3] F. Moses, C.G. Schilling, and K.S. Raju, “Fatigue evaluation procedures for steel bridges”, NCHRP Report 299, CD-ROM (1987).
  • [4] X. Zheng, Z. Li, Y. Shi, Y. Yang, and Z. Shi, “Fatigue performance of old bridge steel and the procedures for life prediction with given survivability”, Eng. Fract. Mech. 53 (2) 251-262 (1996).
  • [5] J.D. Di Battista, D.E.J. Adamson, and G.L. Kulak, “Evaluation of remaining fatigue life for riveted truss bridges”, Can. J. C. Eng. 25 (4), 678-691 (1998).
  • [6] Y. Zhou, “Assessment of bridge remaining fatigue life through field strain measurement”, J. Bridge Eng. Special Issue: Methods of Monitoring and Evaluating Structural Performance 11, 737-744 (2006).
  • [7] B.M. Imam, T.D. Righiniotis, and M.K. Chryssanthopoulos, “Numerical modelling of riveted railway bridge connections for fatigue evaluation”, Eng. Struct. 29, 3071-3081 (2007).
  • [8] H. Czudek and T. Pietraszek, “Durability of steel bridges under variable loads”, WKŁ, Warszawa, 1980, (in Polish).
  • [9] Z. Mańko and A. Wysokowski, “Remaining fatigue life of bridges”, IBDiM Works 3, CD-ROM (1990), (in Polish).
  • [10] A. Wysokowski, “Durability of steel bridges as function of fatigue and corrosion phenomena’s” IBDiM, Studies and Materials 53, CD-ROM (2001), (in Polish).
  • [11] J. Bień, Failures and Diagnostics of Bridges, WKŁ, Warszawa, 2011, (in Polish).
  • [12] JRC Scientific and Technical Reports, “Assessment of existing steel structures: recommendations for estimation of remaining fatigue life”, Report No. 43401, Joint Research Centre, European Commission, Luxembourg, 2008.
  • [13] EN 1993-1-9 (2005): Eurocode 3: Design of steel structures - Part 1-9: Fatigue.
  • [14] EN 1991-2 (2003): Eurocode 1: Actions on structures - Part 2: Traffic loads on bridges.
  • [15] EN 1993-2 (2006): Eurocode 3: Design of steel structures - Part 2: Steel bridges.
  • [16] B. Akesson, Fatigue Life of Riveted Steel Bridges, CRC Press/Balkema, London, 2010.
  • [17] M. Miner, “Cumulative damage in fatigue”, J. Ap. Mech. 12 (3), 159-164 (1945).
  • [18] EN 12062 (2002): Non-destructive testing of welds. General rules for metallic materials.
  • [19] B. Goszczyńska, G. Świt, and W. Trąmpczyński, “Monitoring of active destructive processes as a diagnostic tool for the structure technical state evaluation”, Bull. Pol. Ac.: Tech. 61 (1), 97-109 (2013).
  • [20] J. Yu, P. Ziehl, B. Z´arate, and J. Caicedo, “Prediction of fatigue crack growth in steel bridge components using acoustic emission”, J. Constr. Steel Res. 67 (8), 1254-1260 (2011).
  • [21] G. Świt, B. Goszczyńska, W. Trąmpczyński, and A. Krampikowska, “The application of acoustic emission method for steel bridge assessment”, Engineering and Construction 69 (10), 559-562 (2013), (in Polish).
  • [22] T. Larsson, “Fatigue assessment of riveted bridges”, PhD Thesis, Lule˚a University of Technology, Stockholm, 2009.
  • [23] JCSS Reports, Probabilistic Assessment of Existing Structures, RILEM Publications, Joint Committee on Structural Safety, Bagneux, 2001.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-74957049-72ce-4f09-a821-9956191315ea
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