Influence of SFRC Layer on Deflections and Cracks of Composite RC Slab

This paper presents an experimental analysis of flexural capacity and deformability of structural concrete slabs prepared as composite members consisting of two concrete layers made of reinforced ordinary concrete (N) and fiber reinforced concrete (SFRC). The reinforced concrete composite slabs used...

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Main Author: Sadowska-Buraczewska B.
Format: Article
Language:English
Published: Polish Academy of Sciences 2016-09-01
Series:Archives of Civil Engineering
Subjects:
Online Access:http://www.degruyter.com/view/j/ace.2016.62.issue-3/ace-2015-0091/ace-2015-0091.xml?format=INT
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author Sadowska-Buraczewska B.
author_facet Sadowska-Buraczewska B.
author_sort Sadowska-Buraczewska B.
collection DOAJ
description This paper presents an experimental analysis of flexural capacity and deformability of structural concrete slabs prepared as composite members consisting of two concrete layers made of reinforced ordinary concrete (N) and fiber reinforced concrete (SFRC). The reinforced concrete composite slabs used in the tests were prepared in the dimensions of 600 x 1200 x 80 mm. The basis was composed of two layers consisting of SFRC, one as the top layer, and one as ordinary concrete. The results of the analysis confirm a significant improvement of structural properties of the composite slab in comparison to the slabs prepared wholly of ordinary concrete.
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spelling doaj.art-a8715439d8ab4726b321b6df325be8e12022-12-22T00:56:02ZengPolish Academy of SciencesArchives of Civil Engineering1230-29452016-09-0162317718810.1515/ace-2015-0091ace-2015-0091Influence of SFRC Layer on Deflections and Cracks of Composite RC SlabSadowska-Buraczewska B.0Bialystok University of Technology, Faculty of Civil and Environmental Engineering, Wiejska 45 E, 15-351 Białystok,PolandThis paper presents an experimental analysis of flexural capacity and deformability of structural concrete slabs prepared as composite members consisting of two concrete layers made of reinforced ordinary concrete (N) and fiber reinforced concrete (SFRC). The reinforced concrete composite slabs used in the tests were prepared in the dimensions of 600 x 1200 x 80 mm. The basis was composed of two layers consisting of SFRC, one as the top layer, and one as ordinary concrete. The results of the analysis confirm a significant improvement of structural properties of the composite slab in comparison to the slabs prepared wholly of ordinary concrete.http://www.degruyter.com/view/j/ace.2016.62.issue-3/ace-2015-0091/ace-2015-0091.xml?format=INTdeflectionscracksSFRCcomposite slabscarrying capacityexperimental study
spellingShingle Sadowska-Buraczewska B.
Influence of SFRC Layer on Deflections and Cracks of Composite RC Slab
Archives of Civil Engineering
deflections
cracks
SFRC
composite slabs
carrying capacity
experimental study
title Influence of SFRC Layer on Deflections and Cracks of Composite RC Slab
title_full Influence of SFRC Layer on Deflections and Cracks of Composite RC Slab
title_fullStr Influence of SFRC Layer on Deflections and Cracks of Composite RC Slab
title_full_unstemmed Influence of SFRC Layer on Deflections and Cracks of Composite RC Slab
title_short Influence of SFRC Layer on Deflections and Cracks of Composite RC Slab
title_sort influence of sfrc layer on deflections and cracks of composite rc slab
topic deflections
cracks
SFRC
composite slabs
carrying capacity
experimental study
url http://www.degruyter.com/view/j/ace.2016.62.issue-3/ace-2015-0091/ace-2015-0091.xml?format=INT
work_keys_str_mv AT sadowskaburaczewskab influenceofsfrclayerondeflectionsandcracksofcompositercslab