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THIENPONT, T. DE CORTE, W. SEITL, S.
Original Title
Self-compacting concrete, protecting steel reinforcement under cyclic load: evaluation of fatigue crack behavior
Type
conference paper
Language
English
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.
Keywords
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
7. 9. 2016
Publisher
Elsevier
Location
AMSTERDAM
ISBN
1877-7058
Periodical
Procedia Engineering
Year of study
160
Number
1
State
Kingdom of the Netherlands
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", issn="1877-7058", url="https://www.sciencedirect.com/science/article/pii/S1877705816331174" }