Publication result detail

Self-compacting concrete, protecting steel reinforcement under cyclic load: evaluation of fatigue crack behavior

THIENPONT, T.; DE CORTE, W.; SEITL, S.

Original Title

Self-compacting concrete, protecting steel reinforcement under cyclic load: evaluation of fatigue crack behavior

English Title

Self-compacting concrete, protecting steel reinforcement under cyclic load: evaluation of fatigue crack behavior

Type

Paper in proceedings (conference paper)

Original Abstract

The unique properties of self-compacting concrete of high workability without loss of stability and improved durability allow better protection of steel reinforcement in concrete structures. Recently, fatigue behavior has become more important for the design of constructions due to slimmer structures, which are more sensitive to fatigue loading. This article aims to evaluate the fatigue crack propagation rate in vibrated concrete and self-compacting concrete under different stress ratios using the Paris-Erdogan law, based on crack mouth opening displacement measurement from cyclic three-point bend tests on single edge notched beams.

English abstract

The unique properties of self-compacting concrete of high workability without loss of stability and improved durability allow better protection of steel reinforcement in concrete structures. Recently, fatigue behavior has become more important for the design of constructions due to slimmer structures, which are more sensitive to fatigue loading. This article aims to evaluate the fatigue crack propagation rate in vibrated concrete and self-compacting concrete under different stress ratios using the Paris-Erdogan law, based on crack mouth opening displacement measurement from cyclic three-point bend tests on single edge notched beams.

Keywords

Steel Reinforcement; Fatigue Crack Behavior; Self-compacting Concrete; Three-point Bending Test; Paris' Law; Stress Ratio

Key words in English

Steel Reinforcement; Fatigue Crack Behavior; Self-compacting Concrete; Three-point Bending Test; Paris' Law; Stress Ratio

Authors

THIENPONT, T.; DE CORTE, W.; SEITL, S.

Released

07.09.2016

Publisher

Elsevier

Location

AMSTERDAM

Book

18th International Colloquium on Mechanical Fatigue of Metals (ICMFM)

ISBN

1877-7058

Periodical

Procedia Engineering

Volume

160

Number

1

State

United Kingdom of Great Britain and Northern Ireland

Pages from

207

Pages to

213

Pages count

7

URL

https://www.sciencedirect.com/science/article/pii/S1877705816331174

Full text in the Digital Library

http://hdl.handle.net/11012/204218

BibTex

@inproceedings{BUT170444,
  author="Thomas {Thienpont} and Wouter {De Corte} and Stanislav {Seitl}",
  title="Self-compacting concrete, protecting steel reinforcement under cyclic load: evaluation of fatigue crack behavior",
  booktitle="18th International Colloquium on Mechanical Fatigue of Metals (ICMFM)",
  year="2016",
  journal="Procedia Engineering",
  volume="160",
  number="1",
  pages="207--213",
  publisher="Elsevier",
  address="AMSTERDAM",
  doi="10.1016/j.proeng.2016.08.882",
  url="https://www.sciencedirect.com/science/article/pii/S1877705816331174"
}