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Stress-strain behaviour of self-compacting concretes containing limestone fillers

Pieter Desnerck UGent, Geert De Schutter UGent and Luc Taerwe UGent (2012) STRUCTURAL CONCRETE. 13(2). p.95-101
abstract
Knowledge of the stress-strain relationship of concrete under uniaxial compression is crucial for the design of concrete members. This study focuses on the stress-strain behaviour under compression and especially the strain-softening of self-compacting concretes produced with limestone fillers. Four self-compacting concretes (SCC) and three conventional vibrated concretes (VC) were used to produce cylindrical test specimens with an h/d ratio of 3. The s-? diagram at five different ages (391 days) was recorded during uniaxial compressive tests. The peak strain of the SCC cylinders was shown to be higher than the ones recorded for VC concretes. However, the specific toughness of both concrete types turned out to be comparable.
Please use this url to cite or link to this publication:
author
organization
year
type
journalArticle (original)
publication status
published
subject
keyword
testing, construction materials, experiments, analysis and design methods, building materials, limestone filler, toughness, peak strain, strain-softening, self-compacting concrete, stress-strain relationship
journal title
STRUCTURAL CONCRETE
Struct. Concr.
volume
13
issue
2
pages
95 - 101
Web of Science type
Article
Web of Science id
000304820800004
JCR category
CONSTRUCTION & BUILDING TECHNOLOGY
JCR impact factor
0.289 (2012)
JCR rank
46/57 (2012)
JCR quartile
4 (2012)
ISSN
1464-4177
DOI
10.1002/suco.201100056
language
English
UGent publication?
yes
classification
A1
copyright statement
I have transferred the copyright for this publication to the publisher
id
2978349
handle
http://hdl.handle.net/1854/LU-2978349
date created
2012-09-04 13:48:56
date last changed
2012-09-06 11:21:37
@article{2978349,
  abstract     = {Knowledge of the stress-strain relationship of concrete under uniaxial compression is crucial for the design of concrete members. This study focuses on the stress-strain behaviour under compression and especially the strain-softening of self-compacting concretes produced with limestone fillers. Four self-compacting concretes (SCC) and three conventional vibrated concretes (VC) were used to produce cylindrical test specimens with an h/d ratio of 3. The s-? diagram at five different ages (391 days) was recorded during uniaxial compressive tests. The peak strain of the SCC cylinders was shown to be higher than the ones recorded for VC concretes. However, the specific toughness of both concrete types turned out to be comparable.},
  author       = {Desnerck, Pieter and De Schutter, Geert and Taerwe, Luc},
  issn         = {1464-4177},
  journal      = {STRUCTURAL CONCRETE},
  keyword      = {testing,construction materials,experiments,analysis and design methods,building materials,limestone filler,toughness,peak strain,strain-softening,self-compacting concrete,stress-strain relationship},
  language     = {eng},
  number       = {2},
  pages        = {95--101},
  title        = {Stress-strain behaviour of self-compacting concretes containing limestone fillers},
  url          = {http://dx.doi.org/10.1002/suco.201100056},
  volume       = {13},
  year         = {2012},
}

Chicago
Desnerck, Pieter, Geert De Schutter, and Luc Taerwe. 2012. “Stress-strain Behaviour of Self-compacting Concretes Containing Limestone Fillers.” Structural Concrete 13 (2): 95–101.
APA
Desnerck, P., De Schutter, G., & Taerwe, L. (2012). Stress-strain behaviour of self-compacting concretes containing limestone fillers. STRUCTURAL CONCRETE, 13(2), 95–101.
Vancouver
1.
Desnerck P, De Schutter G, Taerwe L. Stress-strain behaviour of self-compacting concretes containing limestone fillers. STRUCTURAL CONCRETE. 2012;13(2):95–101.
MLA
Desnerck, Pieter, Geert De Schutter, and Luc Taerwe. “Stress-strain Behaviour of Self-compacting Concretes Containing Limestone Fillers.” STRUCTURAL CONCRETE 13.2 (2012): 95–101. Print.