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A study on the influence of concrete type and strength on the relationship between initial and stabilized secant moduli of elasticity
Authors:
- Lucyna Domagała
Abstract
The paper focuses on the influence of concrete type and strength on the relationship between initial and stabilized secant moduli of elasticity. These moduli, as well as compressive strength and density, were tested for four structural concrete series: two lightweight aggregate and two normal-weight ones. The carried out research showed that in each case the value of initial secant modulus of elasticity was lower than the stabilised one and the ratio of these two moduli is strongly dependent on concrete material homogeneity.
- Record ID
- CUTbec098ed092b4cb08f086dfe9266ad60
- Publication categories
- ; ;
- Author
- Pages
- 566-569
- Other elements of collation
- il. (w tym kolor.); Bibliografia (na s.) - 569; Bibliografia (liczba pozycji) - 4; Oznaczenie streszczenia - Abstr.
- Substantive notes
- Punktacja MNiSW/MEiN (rozdział) - 5
- Book
- Šandera Pavel Pavel Šandera (eds.): Materials Structure & Micromechanics of Fracture VIII : selected, peer reviewed papers from the 8th International Conference on Materials Structure & Micromechanics of Fracture (MSMF8), June 27-29, 2016, Brno, Czech Republic, Solid State Phenomena, no. 258, 2017, Zurich, Trans Tech Publications Ltd, ISBN 978-3-03835-626-4
- Keywords in English
- concrete homogeneity, lightweight concrete, modulus of elasticity, normal-weight concrete, structural concrete
- DOI
- DOI:10.4028/www.scientific.net/SSP.258.566 Opening in a new tab
- URL
- https://www.scientific.net/SSP.258.566 Opening in a new tab
- Language
- eng (en) English
- Score (nominal)
- 10
- Additional fields
- Indeksowana w: Scopus
- Uniform Resource Identifier
- https://cris.pk.edu.pl/info/article/CUTbec098ed092b4cb08f086dfe9266ad60/
- URN
urn:pkr-prod:CUTbec098ed092b4cb08f086dfe9266ad60
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