Instantaneous deformability of high performance concretes with crushed aggregates

The test results presented concern high performance concretes of the w/c ratio 0,28. There have been examined the modulus of elasticity, Poisson’s ratio and limiting strain at the highest compressive stress. The variable factor in the studies is the type of coarse aggregate: crushed basalt, dolomit...

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Main Author:	Jacek Góra
Format:	Article
Language:	English
Published:	Lublin University of Technology 2011-12-01
Series:	Budownictwo i Architektura
Subjects:	high performance concrete crushed aggregate relation σ - ε modulus of elasticity Poisson’s ratio limiting strain εc1 at the highest compressive stress
Online Access:	https://ph.pollub.pl/index.php/bia/article/view/2246

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spelling	doaj-21ca4c40762a476fa4e4c8e012a853762021-01-20T13:01:44ZengLublin University of TechnologyBudownictwo i Architektura1899-06652544-32752011-12-019210.35784/bud-arch.2246Instantaneous deformability of high performance concretes with crushed aggregatesJacek Góra0Department of General Construction; Faculty of Civil Engineering and Architecture; Lublin University of Technology The test results presented concern high performance concretes of the w/c ratio 0,28. There have been examined the modulus of elasticity, Poisson’s ratio and limiting strain at the highest compressive stress. The variable factor in the studies is the type of coarse aggregate: crushed basalt, dolomite and granite. The results of the research have been tested statistically – the one-way ANOVA and the LSD test. There is stated the significant influence of aggregate on the tested deformation properties of high performance concretes. https://ph.pollub.pl/index.php/bia/article/view/2246high performance concretecrushed aggregaterelation σ - εmodulus of elasticityPoisson’s ratiolimiting strain εc1 at the highest compressive stress
collection	DOAJ
language	English
format	Article
sources	DOAJ
author	Jacek Góra
spellingShingle	Jacek Góra Instantaneous deformability of high performance concretes with crushed aggregates Budownictwo i Architektura high performance concrete crushed aggregate relation σ - ε modulus of elasticity Poisson’s ratio limiting strain εc1 at the highest compressive stress
author_facet	Jacek Góra
author_sort	Jacek Góra
title	Instantaneous deformability of high performance concretes with crushed aggregates
title_short	Instantaneous deformability of high performance concretes with crushed aggregates
title_full	Instantaneous deformability of high performance concretes with crushed aggregates
title_fullStr	Instantaneous deformability of high performance concretes with crushed aggregates
title_full_unstemmed	Instantaneous deformability of high performance concretes with crushed aggregates
title_sort	instantaneous deformability of high performance concretes with crushed aggregates
publisher	Lublin University of Technology
series	Budownictwo i Architektura
issn	1899-0665 2544-3275
publishDate	2011-12-01
description	The test results presented concern high performance concretes of the w/c ratio 0,28. There have been examined the modulus of elasticity, Poisson’s ratio and limiting strain at the highest compressive stress. The variable factor in the studies is the type of coarse aggregate: crushed basalt, dolomite and granite. The results of the research have been tested statistically – the one-way ANOVA and the LSD test. There is stated the significant influence of aggregate on the tested deformation properties of high performance concretes.
topic	high performance concrete crushed aggregate relation σ - ε modulus of elasticity Poisson’s ratio limiting strain εc1 at the highest compressive stress
url	https://ph.pollub.pl/index.php/bia/article/view/2246
work_keys_str_mv	AT jacekgora instantaneousdeformabilityofhighperformanceconcreteswithcrushedaggregates
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Instantaneous deformability of high performance concretes with crushed aggregates

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