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Transient strain of self-compacting concrete loaded in compression heated to 700 A degrees C

Jin Tao UGent, Xian Liu and Luc Taerwe UGent (2013) MATERIALS AND STRUCTURES. 46(1-2). p.191-201
abstract
Self-compacting concrete (SCC) tends to spall when subject to high temperature in case of an accidental fire. Proper understanding its deformation properties at elevated temperatures is necessary in avoiding detrimental effects. This paper presents the experimental results carried out on SCC specimens subjected to high temperatures when they are loaded. The transient strain and load induced thermal strain of SCC are measured under the variation of temperature level, heating rate, stress level, strength grade of SCC, and content of polypropylene fibres. Furthermore, measurements with differential thermal analysis, SEM and mercury intrusion porosimetry had been conducted on samples taken from thermal-loading tests to investigate the mechanism that induces transient strain.
Please use this url to cite or link to this publication:
author
organization
year
type
journalArticle (original)
publication status
published
subject
keyword
STRENGTH, STRESS, 600-DEGREES-C, Self-compacting concrete, CREEP, HIGH-TEMPERATURE, 2 THERMAL CYCLES, High temperature, Transient strain, Transient creep, LITS, Polypropylene fibres
journal title
MATERIALS AND STRUCTURES
volume
46
issue
1-2
pages
191 - 201
Web of Science type
Article
Web of Science id
000313369400016
JCR category
ENGINEERING, CIVIL
JCR impact factor
1.39 (2013)
JCR rank
31/124 (2013)
JCR quartile
1 (2013)
ISSN
1359-5997
DOI
10.1617/s11527-012-9894-2
language
English
UGent publication?
yes
classification
A1
copyright statement
I have transferred the copyright for this publication to the publisher
id
4157869
handle
http://hdl.handle.net/1854/LU-4157869
date created
2013-10-08 11:24:07
date last changed
2016-12-19 15:47:16
@article{4157869,
  abstract     = {Self-compacting concrete (SCC) tends to spall when subject to high temperature in case of an accidental fire. Proper understanding its deformation properties at elevated temperatures is necessary in avoiding detrimental effects. This paper presents the experimental results carried out on SCC specimens subjected to high temperatures when they are loaded. The transient strain and load induced thermal strain of SCC are measured under the variation of temperature level, heating rate, stress level, strength grade of SCC, and content of polypropylene fibres. Furthermore, measurements with differential thermal analysis, SEM and mercury intrusion porosimetry had been conducted on samples taken from thermal-loading tests to investigate the mechanism that induces transient strain.},
  author       = {Tao, Jin and Liu, Xian and Taerwe, Luc},
  issn         = {1359-5997},
  journal      = {MATERIALS AND STRUCTURES},
  keyword      = {STRENGTH,STRESS,600-DEGREES-C,Self-compacting concrete,CREEP,HIGH-TEMPERATURE,2 THERMAL CYCLES,High temperature,Transient strain,Transient creep,LITS,Polypropylene fibres},
  language     = {eng},
  number       = {1-2},
  pages        = {191--201},
  title        = {Transient strain of self-compacting concrete loaded in compression heated to 700 A degrees C},
  url          = {http://dx.doi.org/10.1617/s11527-012-9894-2},
  volume       = {46},
  year         = {2013},
}

Chicago
Tao, Jin, Xian Liu, and Luc Taerwe. 2013. “Transient Strain of Self-compacting Concrete Loaded in Compression Heated to 700 A Degrees C.” Materials and Structures 46 (1-2): 191–201.
APA
Tao, J., Liu, X., & Taerwe, L. (2013). Transient strain of self-compacting concrete loaded in compression heated to 700 A degrees C. MATERIALS AND STRUCTURES, 46(1-2), 191–201.
Vancouver
1.
Tao J, Liu X, Taerwe L. Transient strain of self-compacting concrete loaded in compression heated to 700 A degrees C. MATERIALS AND STRUCTURES. 2013;46(1-2):191–201.
MLA
Tao, Jin, Xian Liu, and Luc Taerwe. “Transient Strain of Self-compacting Concrete Loaded in Compression Heated to 700 A Degrees C.” MATERIALS AND STRUCTURES 46.1-2 (2013): 191–201. Print.