Effect of rivet holes on calibration curves for edge cracks under various loading types in steel bridge structure
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68081723%3A_____%2F17%3A00479755" target="_blank" >RIV/68081723:_____/17:00479755 - isvavai.cz</a>
Alternative codes found
RIV/00216305:26110/17:PU124631
Result on the web
<a href="http://dx.doi.org/10.1016/j.prostr.2017.07.046" target="_blank" >http://dx.doi.org/10.1016/j.prostr.2017.07.046</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1016/j.prostr.2017.07.046" target="_blank" >10.1016/j.prostr.2017.07.046</a>
Alternative languages
Result language
angličtina
Original language name
Effect of rivet holes on calibration curves for edge cracks under various loading types in steel bridge structure
Original language description
Attention has been paid to fatigue cracks in steel structures and bridges for a long time. In spite of efforts to eliminate the creation and propagation of fatigue cracks throughout the designed service life, cracks are still revealed during inspections. There is some limitation of crack sizes which are detectable on structure (from 2 up to 10 mm). Note that depending on the location of the initial crack, the crack may dominantly propagate from the edge or from the surface. The theoretical model of fatigue crack progress is based on linear elastic fracture mechanics. Steel specimens are subjected to various load types (tension, three- and four-point bending, pure bending etc.). The calibration functions for short edge cracks that are near the hole for a rivet or bolt are compared for various loads and the discrepancies are discussed.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
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OECD FORD branch
20306 - Audio engineering, reliability analysis
Result continuities
Project
<a href="/en/project/GA17-01589S" target="_blank" >GA17-01589S: Advanced computational and probabilistic modelling of steel structures taking account fatigue damage</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2017
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
2nd International Conference on Structural Integrity, ICSI 2017, 4-7 September 2017, Funchal, Madeira, Portugal
ISBN
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ISSN
2452-3216
e-ISSN
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Number of pages
8
Pages from-to
697-704
Publisher name
Elsevier
Place of publication
Amsterdam
Event location
Funchal, Madeira
Event date
Sep 4, 2017
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
000419177800093