Prolife: Strengthening a Steel Railway Bridge with Deck Sections
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Bibliographic Details
| Author(s): |
Arjen Steenbrink
(Movares, Utrecht, The Netherlands)
Mark van der Burg (Movares, Utrecht, The Netherlands) Bert Hesselink (Movares, Utrecht, The Netherlands) |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Symposium: Tomorrow’s Megastructures, Nantes, France, 19-21 September 2018 | ||||
| Published in: | IABSE Symposium Nantes 2018 | ||||
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| Page(s): | S21-95 | ||||
| Total no. of pages: | 8 | ||||
| DOI: | 10.2749/nantes.2018.s21-95 | ||||
| Abstract: |
Under funding of the European Union’s Research Fund for Coal & Steel (Grant agreement no. RFSR-CT-2015-00025) the project ProLife (Prolonging lifetime of old steel and steel-concrete bridges) is undertaken to find innovative new ways how to extend the lifetime of existing bridges. Within ProLife many different strategies for strengthening old road and rail bridges are researched by different partners in the project. The goal of the project is to look at different strengthening measures and their influence on the remaining lifetime and life cycle costs of a bridge. This paper is a continuation of the paper: “Prolife: Recalculating a steel railway bridge for determining strengthening measures, using an updated FEM model and site measurements” (YVR- 0219-2017) of the 39th conference in Vancouver [1]. In this paper we will focus on rehabilitating a steel rail bridge with steel deck sections to strengthen the stringers and crossbeams in order to increase the remaining lifetime. These are the governing elements for the lifetime of regular bridges, since the main (truss) girders generally have a high enough capacity to cope with today’s loads. Using the calibrated model (see [1]) it is possible to design the strengthening measurements. As a different strategy we explore advanced recalculation of the structure to prevent any strengthening in [2]. |
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| Keywords: |
fatigue railroad bridge rail bridge strengthening recalculate
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