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ZVOLÁNEK, L. KRATOCHVÍL, M. TERZIJSKI, I. KADLEC, J.
Original Title
Experimental Evaluation of Residual Stresses in the Concrete
Type
conference paper
Language
English
Original Abstract
Generally, volume changes commences almost immediately after the cement and water come in contact during concrete mixing. Humidity of surrounding environment affects the magnitude of shrinkage. Hence, we took it into account by means of Eurocode 2. This paper proposes the evaluation of residual stresses in concrete. To describe the development of residual stresses, magnitude of free shrinkage, degree of its restrain and corresponding value of elastic modulus has to be known. All required quantities was measured apart from degree of restraint. It was tested three types of concrete mixtures. Obtained results show that the free shrinkage value can be significantly reduced by technological way such as the change of concrete composition.
Keywords
concrete, shrinkage, residual stress, Eurocode
Authors
ZVOLÁNEK, L.; KRATOCHVÍL, M.; TERZIJSKI, I.; KADLEC, J.
Released
11. 5. 2016
Publisher
Trans Tech Publication
Location
Switzerland
ISBN
978-3-03835-680-6
Book
Advanced Engineering Technology II
1660-9336
Periodical
Applied Mechanics and Materials
Year of study
835
State
Swiss Confederation
Pages from
433
Pages to
438
Pages count
6
URL
https://www.scientific.net/AMM.835.433
BibTex
@inproceedings{BUT118349, author="Lukáš {Zvolánek} and Miroslav {Kratochvíl} and Ivailo {Terzijski} and Jaroslav {Kadlec}", title="Experimental Evaluation of Residual Stresses in the Concrete", booktitle="Advanced Engineering Technology II", year="2016", journal="Applied Mechanics and Materials", volume="835", pages="433--438", publisher="Trans Tech Publication", address="Switzerland", doi="10.4028/www.scientific.net/AMM.835.433", isbn="978-3-03835-680-6", issn="1660-9336", url="https://www.scientific.net/AMM.835.433" }