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ZVOLÁNEK, L. TERZIJSKI, I. KRATOCHVÍL, M. KADLEC, J.
Originální název
Experimental Investigation of Residual Stress in the Concrete Caused by Volume Changes with Consideration of Environment Effect
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
Originální abstrakt
This paper investigates such concrete properties which determine the stress magnitude of concrete caused by its volume changes. The magnitude of induced stress is given by shrinkage or swelling value and corresponding modulus of elasticity value. It is essential to know these properties of concrete from the beginning of its skeletal frame formation since the volume changes occur almost immediately after mixing of water with cement. In addition, the humidity effect of ambient environment when the early age concrete matured was considered. Thereby was achieved relevant comparison between ordinary concrete mixture and optimized one. For experiments was used micro-concrete (with maximum aggregate size 1.6 mm) with respect to cost reduction. After the suitable composition of micro-concrete was found the analogue investigation was carried out with the optimized concrete.
Klíčová slova
shrinkage, concrete, residual stress, modulus of elasticity
Autoři
ZVOLÁNEK, L.; TERZIJSKI, I.; KRATOCHVÍL, M.; KADLEC, J.
Rok RIV
2015
Vydáno
24. 11. 2015
Nakladatel
Trans Tech Publication
Místo
Switzerland
ISBN
978-3-0383-5675-2
Kniha
Solid State Phenomena
Číslo edice
249
ISSN
1012-0394
Periodikum
Ročník
Stát
Švýcarská konfederace
Strany od
102
Strany do
107
Strany počet
6
URL
https://www.scientific.net/SSP.249.102
BibTex
@inproceedings{BUT118348, author="Lukáš {Zvolánek} and Ivailo {Terzijski} and Miroslav {Kratochvíl} and Jaroslav {Kadlec}", title="Experimental Investigation of Residual Stress in the Concrete Caused by Volume Changes with Consideration of Environment Effect", booktitle="Solid State Phenomena", year="2015", journal="Solid State Phenomena", volume="249", number="249", pages="102--107", publisher="Trans Tech Publication", address="Switzerland", doi="10.4028/www.scientific.net/SSP.249.102", isbn="978-3-0383-5675-2", issn="1012-0394", url="https://www.scientific.net/SSP.249.102" }