Fatigue Assessment of a Slender Footbridge Based on an Updated Finite Element Model

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Finite element model updating is a well-known technique to better characterize the real behaviour of civil engineering structures. The updated numerical model can be used to perform a more accurate structural assessment. Herein, its effectiveness is validated through the fatigue assessment of a lively footbridge considering two different numerical models: (i) a preliminary finite element (FE) model and (ii) an updated version of the preliminary model based on the modal parameters of the footbridge identified experimentally. For this purpose, the Malecon footbridge (Murcia, Spain) has been considered. This footbridge, a cable-stayed structure, is prone to vibrate in vertical direction under continuous walking pedestrian flows so fatigue damage might be expected on its supporting cables. A detailed FE model of the footbridge has been performed and subsequently updated based on the experimental modal parameters of the structure. The behaviour of the pedestrian flows was characterized by field observations. Finally, a comparison is performed between the fatigue damage of some cables of the footbridge considering the two mentioned FE models. The safe life method was used to assess such damage. As result, a maximum relative difference around 52 % was obtained between the two numerical models.

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Periodical:

Edited by:

Luis Rodríguez-Tembleque, Jaime Domínguez and Ferri M.H. Aliabadi

Pages:

589-594

Citation:

J. Pérez-Aracil et al., "Fatigue Assessment of a Slender Footbridge Based on an Updated Finite Element Model", Key Engineering Materials, Vol. 774, pp. 589-594, 2018

Online since:

August 2018

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$38.00

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[1] J.F. Mottershead, M. Link, MI Friswell. Mech. Syst. Signal Process Vol. 25 (2011), pp.2275-2296.

[2] C.H. Butz, C.H. Heinemeyer; A. Goldack, A. Keil, M. Lukic, E. Caetano, A. Cunha.. RFCS-Research Project RFS-CR-03019. (2007).

[3] F. Marques, C. Moutinho, F. Magalhaes, E. Caetano, A. Cunha. J. Constr. Steel Res. Vol. 99 (2014), pp.85-101.

[4] A. Nussbaumer, L. Borges, Laurance Davaine. Fatigue Design of Steel and Composite Structures. Eurocode 3: Design of Steel Structures Part 1-9 Fatigue. Eurocode 4: Design of Composite Steel and Concrete Structures. (ECCS, Portugal 2011).

DOI: https://doi.org/10.1002/9783433601181

[5] S. Zivanovic, A. Pavic, R. Reynolds. J. Sound Vib. Vol. 279:1-2 (2005), pp.1-74.

[6] EN 1993-1-11 Eurocode 3 Part 1-11: Structures with tension components.

[7] Ansys (2017). Documentation for Release 17.0 ANSYS, Inc. and ANSYS Europe, Ltd.

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