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SEITL, S.; MIARKA, P.; KALA, Z.; KLUSÁK, J.
Original Title
Effect of rivet holes on calibration curves for edge cracks under various loading types in steel bridge structure
English Title
Type
Paper in proceedings (conference paper)
Original Abstract
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
English abstract
Keywords
edge cracks; rivet holes; fracture mechanics; calibration curves; stress intensity factor
Key words in English
Authors
RIV year
2018
Released
04.09.2017
Book
Procedia Structural Integrity
ISBN
2452-3216
Periodical
Volume
5
Number
State
Republic of Italy
Pages from
697
Pages to
704
Pages count
8
URL
http://www.sciencedirect.com/science/article/pii/S2452321617301348
Full text in the Digital Library
http://hdl.handle.net/11012/200439
BibTex
@inproceedings{BUT139324, author="Stanislav {Seitl} and Petr {Miarka} and Zdeněk {Kala} and Jan {Klusák}", title="Effect of rivet holes on calibration curves for edge cracks under various loading types in steel bridge structure", booktitle="Procedia Structural Integrity", year="2017", journal="Procedia Structural Integrity", volume="5", number="5", pages="697--704", doi="10.1016/j.prostr.2017.07.046", issn="2452-3216", url="http://www.sciencedirect.com/science/article/pii/S2452321617301348" }
Documents
1-s2.0-S2452321617301348-main