Publication result detail

GEOMETRY FUNCTIONS FOR EDGE CRACKS IN STEEL BRIDGE UNDER THREE- AND FOUR- POINT BENDING WITH VARIOUS SPAN

SEITL, S.; MIARKA, P.; KALA, Z.

Original Title

GEOMETRY FUNCTIONS FOR EDGE CRACKS IN STEEL BRIDGE UNDER THREE- AND FOUR- POINT BENDING WITH VARIOUS SPAN

English Title

GEOMETRY FUNCTIONS FOR EDGE CRACKS IN STEEL BRIDGE UNDER THREE- AND FOUR- POINT BENDING WITH VARIOUS SPAN

Type

Peer-reviewed article not indexed in WoS or Scopus

Original Abstract

Fatigue cracks are found during the regular structural inspections. To precisely describe/suggest propagation of fatigue cracks throughout structure and it’s designed service life, the knowledge of geometry functions describing the stress situation in front of the crack tip for relative crack lengths are important. The cracks usually propagate/initiated from the edge or the surface of the structural element, where the maximum value of applied load is achieved. The theoretical model of fatigue crack propagation is based on linear fracture mechanics (Paris law). Steel structural elements are subjected to various bending load (three-, four- point bending and pure bending etc.). The geometry functions for the edge cracks are calculated for various span according to real steel bridge elements and appropriate polynomial functions independent on the distance are proposed for three- and four- point bending load.

English abstract

Fatigue cracks are found during the regular structural inspections. To precisely describe/suggest propagation of fatigue cracks throughout structure and it’s designed service life, the knowledge of geometry functions describing the stress situation in front of the crack tip for relative crack lengths are important. The cracks usually propagate/initiated from the edge or the surface of the structural element, where the maximum value of applied load is achieved. The theoretical model of fatigue crack propagation is based on linear fracture mechanics (Paris law). Steel structural elements are subjected to various bending load (three-, four- point bending and pure bending etc.). The geometry functions for the edge cracks are calculated for various span according to real steel bridge elements and appropriate polynomial functions independent on the distance are proposed for three- and four- point bending load.

Keywords

Fracture mechanics, 3PB, 4PB, geometry function, stress intensity factor, edge crack.

Key words in English

Fracture mechanics, 3PB, 4PB, geometry function, stress intensity factor, edge crack.

Authors

SEITL, S.; MIARKA, P.; KALA, Z.

RIV year

2019

Released

31.12.2018

ISBN

1804-4824

Periodical

Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series

Volume

18

Number

2

State

Czech Republic

Pages from

44

Pages to

49

Pages count

6

BibTex

@article{BUT152949,
  author="Stanislav {Seitl} and Petr {Miarka} and Zdeněk {Kala}",
  title="GEOMETRY FUNCTIONS FOR EDGE CRACKS IN STEEL BRIDGE UNDER THREE- AND FOUR- POINT BENDING WITH VARIOUS SPAN",
  journal="Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series",
  year="2018",
  volume="18",
  number="2",
  pages="44--49",
  doi="10.31490/tces-2018-0015",
  issn="1804-4824"
}