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POSPÍCHAL, O.; KUCHARCZYKOVÁ, B.; MISÁK, P.; VYMAZAL, T.
Original Title
Freeze-thaw resistance of concrete with porous aggregate
English Title
Type
WoS Article
Original Abstract
This paper deals with the influence of periodic freezing on lightweight concrete characteristics. Sets of lightweight concrete prismatic specimens are cyclically frozen in range from +20C to -20C and non-destructively tested after every 25 cycles. Freeze-thaw resistance is determined from measurement of the frost-attacked and non-frost-attacked (referential) specimens. The referential specimens are air/water-cured. Non-destructive methods, especially ultrasonic impulse method and resonance method are used for determination of specimen's degradation. Experiments are finished with destructive test in order to determine the static modulus of elasticity.
English abstract
Keywords
Lightweight concrete, freeze-thaw resistance, modulus of elasticity, non-destructive testing, porous aggregate
Key words in English
Authors
RIV year
2011
Released
06.06.2010
Publisher
Elsevier Ltd.
ISBN
1877-7058
Periodical
Procedia Engineering
Volume
2
Number
1
State
United Kingdom of Great Britain and Northern Ireland
Pages from
521
Pages to
529
Pages count
9
URL
http://www.sciencedirect.com/science/article/pii/S1877705810000573
Full text in the Digital Library
http://hdl.handle.net/11012/69366
BibTex
@article{BUT49832, author="Ondřej {Pospíchal} and Barbara {Kucharczyková} and Petr {Misák} and Tomáš {Vymazal}", title="Freeze-thaw resistance of concrete with porous aggregate", journal="Procedia Engineering", year="2010", volume="2", number="1", pages="521--529", doi="10.1016/j.proeng.2010.03.056", url="http://www.sciencedirect.com/science/article/pii/S1877705810000573" }
Documents
1-s2.0-S1877705810000573-main