Experimental investigations of reinforced concrete columns in the edge connection zone with a reinforced concrete slab

In this paper the results of the experimental investigations of edge column – slab connections are presented and commented on. The load transmission mechanism between high strength concrete columns and slab made of normal, five times lower strength concrete was considered. The variable parameter of...

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Published inBudownictwo i Architektura Vol. 13; no. 3; pp. 175 - 182
Main Authors Urban, Tadeusz, Gołdyn, Michał, Krawczyk, Łukasz
Format Journal Article
LanguageEnglish
Published Lublin University of Technology 11.09.2014
Subjects
column
column – slab connection
effective concrete strength
high strength concrete
load carrying capacity
reinforced concrete slab
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Summary:In this paper the results of the experimental investigations of edge column – slab connections are presented and commented on. The load transmission mechanism between high strength concrete columns and slab made of normal, five times lower strength concrete was considered. The variable parameter of presented study was the overhang of slab cantilever. The performed study showed important effect of slab cantilever on effective concrete strength of column in the connection zone.
ISSN:1899-0665
2544-3275
DOI:10.35784/bud-arch.1814