Global‐local fatigue assessment of an ancient riveted metallic bridge based on submodelling of the critical detail-Reference-Cited by-同舟云学术

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Global‐local fatigue assessment of an ancient riveted metallic bridge based on submodelling of the critical detail

Published:2018-09-24 Issue:2 Volume:42 Page:546-560
ISSN:8756-758X
Container-title:Fatigue & Fracture of Engineering Materials & Structures
language:en
Short-container-title:Fatigue Fract Eng Mater Struct

Author:

Liu Z.¹^ORCID,Correia J.²,Carvalho H.³,Mourão A.²,Jesus A.⁴,Calçada R.²,Berto F.⁵^ORCID

Affiliation:

1. Key Laboratory of Concrete and Prestressed Concrete Structures, Ministry of EducationSoutheast University Nanjing 210096 PR China

2. CONSTRUCT and Faculty of EngineeringUniversity of Porto Porto Portugal

3. Department of Structural EngineeringFederal University of Minas Gerais 31270‐901 Belo Horizonte Minas Gerais Brazil

4. Faculty of EngineeringUniversity of Porto Porto Portugal

5. Department of Engineering Design and MaterialsNTNU Richard Birkelands vei 2b 7491 Trondheim Norway

Funder

Universidade Federal de Minas Gerais

Fundação para a Ciência e a Tecnologia

Publisher

Wiley

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1111/ffe.12930

Reference48 articles.

1. Fatigue of riveted and bolted joints made of puddle iron—A numerical approach

2. Fatigue reliability assessment of steel bridge details integrating weigh-in-motion data and probabilistic finite element analysis

3. Fracture Resilience of Steel Built-Up Members Subjected to Flexure

4. Investigation and control of excessive cumulative girder movements of long-span steel suspension bridges

5. Numerical modelling of riveted railway bridge connections for fatigue evaluation

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