Fatigue analysis of a railway bridge based on fracture mechanics and local modelling of riveted connections

Author:

Marques Fernando,Correia José A.F.O.,de Jesus Abílio M.P.,Cunha Álvaro,Caetano ElsaORCID,Fernandes Augusto A.

Funder

FEDER

Publisher

Elsevier BV

Subject

General Engineering,General Materials Science

Reference43 articles.

1. Assessment of existing steel structures: recommendations for estimation of remaining fatigue life;Kuhn;Joint Res. Centre,2008

2. Committee on fatigue and fracture reliability of the committee on structural safety and reliability of the structural division, fatigue reliability: 1–4;ASCE;J. Struct. Eng. ASCE,1982

3. Fatigue assessment of a riveted shear splice based on a probabilistic model;De Jesus;Int. J. Fatigue,2010

4. Residual lifetime assessment of an ancient riveted steel highway bridge;De Jesus;Strain,2011

5. Application of the modal superposition technique combined with analytical elastoplastic approaches to assess the fatigue crack initiation on structural components;Horas;Eng. Fract. Mech.,2017

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