Fatigue characterization of a beam-to-column riveted joint-Reference-Cited by-同舟云学术

Fatigue characterization of a beam-to-column riveted joint

Published:2019-09 Issue: Volume:103 Page:95-123
ISSN:1350-6307
Container-title:Engineering Failure Analysis
language:en
Short-container-title:Engineering Failure Analysis

Author:

da Silva António L.L.,Correia José A.F.O.,de Jesus Abílio M.P.,Figueiredo Miguel A.V.,Pedrosa Bruno A.S.^ORCID,Fernandes António A.,Rebelo Carlos A.S.^ORCID,Berto Filippo

Funder

Research Fund for Coal and Steel

Publisher

Elsevier BV

Subject

General Engineering,General Materials Science

Reference52 articles.

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2. F. Lippi, W. Salvatore, A. Braconi, M. Finetto, H. Wenzel, G. De Roeck, B. Peeters, C. Könke, V. Zabel, and A. Cunha, Fatigue Damage Control and Assessment for Railway Bridge - FADLESS, (Research Fund for Coal and Steel, Directorate-General for Research and Innovation, Grant Agreement RFSR-CT-2009-00027, 1 July 2009 to 30 June 2012).

3. Fatigue Life of Riveted Steel Bridges;Akesson,2010

4. On some Fatigue Problems Related to Steel Bridges;Crocetti,2001

5. Fatigue in Riveted Railway Bridges;Mohammad,2002

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