Detail publikace

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

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

Originální název

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

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

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.

Klíčová slova

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

Autoři

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

Vydáno

7. 9. 2016

Nakladatel

Elsevier

Místo

AMSTERDAM

ISSN

1877-7058

Periodikum

Procedia Engineering

Ročník

160

Číslo

1

Stát

Nizozemsko

Strany od

207

Strany do

213

Strany počet

7

URL

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

Plný text v Digitální knihovně

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",
  issn="1877-7058",
  url="https://www.sciencedirect.com/science/article/pii/S1877705816331174"
}