Fatigue strength assessment of riveted railway bridge details based on regression analyses combined with probabilistic models

Author:

Correia José,Mourão António,Xin Haohui,De Jesus Abílio,Bittencourt Túlio,Calçada Rui,Berto Filippo

Funder

European Regional Development Fund

Institute of Research and Development in Structures and Construction

National Natural Science Foundation of China

Fundação para a Ciência e a Tecnologia

Ministério da Ciência, Tecnologia e Ensino Superior

Publisher

Elsevier BV

Subject

Metals and Alloys,Surfaces, Coatings and Films,Biomaterials,Ceramics and Composites

Reference43 articles.

1. Computational homogenization simulation on steel reinforced polymer used in the injected bolted connections;Xin;Compos Struct,2019

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

3. Residual stress effects on fatigue crack growth rate of mild steel S355 exposed to air and seawater environments;Xin;Mater Des,2020

4. Three-dimensional fatigue crack propagation simulation using extended finite element methods for steel grades S355 and S690 considering mean stress effects. Engineering structures;Xin;Eng Struct,2020

5. Fatigue in riveted railway bridges”;Mohammad,2002

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