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Abstracted in databases:
Thomson SCIE: Science Citation Index ExpandedTM (Web of
Science),
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EBSCO,
TRIS/TRIS Online, VINITI, CSA's ERD, CSA/ASCE (CSA's TRD), SCOPUS (Elsevier Database)
2015 Impact Factor: 0.519 ©2015 Thomson Reuters, 2015 Journal
Citation Report®
ISSN 1822-427X print
ISSN 1822-4288 online
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"The Baltic Journal of Road and Bridge Engineering"
Vilnius: Technika, 2010, Vol
V, No
1, p. 28-37. |
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Alessio Pipinato |
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Step Level Procedure for Remaining
Fatigue Life Evaluation of One Railway Bridge |
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DOI: 10.3846/bjrbe.2010.04 |
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Reliable structural integrity and remaining life
assessment are essential for infrastructural ageing
mitigation of. For example, as a consequence of the
lack of new riveted steel bridges, less attention
has been paid in order to deep the topic of fatigue
strength behavior and in particular less research
has been focused on the topic of the remaining
fatigue life of riveted structure. As a consequence,
a series of diagnostic tests were performed on one
short-span, twolane, historical railway steel-girder
bridge, in service from 1918. In this article are
presented results concerning the step by step
fatigue assessment of the bridge investigated: the
safe condition of the bridge after almost a century
service life period, apart from a dangerous failure
mechanism have been evidenced, as confirmed by the
analytical procedure and the experimental results
reported. |
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Keywords:
bridge, fatigue, assessment, steel, rivet,
reliability.
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