Punching shear behavior of thick reinforced concrete slabs according to Strut-and-Tie model

Punching shear behavior of thick reinforced concrete slabs according to Strut-and-Tie model

The punching shear behavior of thick reinforced concrete slabs was analyzed in this paper by using strut-and-tie model (S-T). Calculating procedures were compared to our own experimental test results. The analyzed elements were subjected to symmetric loading and without shear reinforcement.

Bibliographic Details
Main Authors: Tadeusz Urban, Jakub Krakowski
Format: Article
Language:English
Published: Lublin University of Technology 2014-09-01
Series:Budownictwo i Architektura
Subjects:
column – slab connection
effective concrete strength
high strength concrete
reinforced concrete slab
column, load carrying capacity
edge connection
Online Access:https://ph.pollub.pl/index.php/bia/article/view/1816
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spelling doaj-b7c3f7969b244e548928c1dbdb28fa582020-11-25T03:49:21ZengLublin University of TechnologyBudownictwo i Architektura1899-06652544-32752014-09-0113310.35784/bud-arch.1816Punching shear behavior of thick reinforced concrete slabs according to Strut-and-Tie modelTadeusz Urban 0Jakub Krakowski1Department of Concrete Structures, Faculty of Civil Engineering, Architecture and Environmental Engineering, Łódź University of TechnologyDepartment of Concrete Structures, Lodz University of Technology The punching shear behavior of thick reinforced concrete slabs was analyzed in this paper by using strut-and-tie model (S-T). Calculating procedures were compared to our own experimental test results. The analyzed elements were subjected to symmetric loading and without shear reinforcement. https://ph.pollub.pl/index.php/bia/article/view/1816column – slab connectioneffective concrete strengthhigh strength concretereinforced concrete slabcolumn, load carrying capacityedge connection
collection DOAJ
language English
format Article
sources DOAJ
author Tadeusz Urban
Jakub Krakowski
spellingShingle Tadeusz Urban
Jakub Krakowski
Punching shear behavior of thick reinforced concrete slabs according to Strut-and-Tie model
Budownictwo i Architektura
column – slab connection
effective concrete strength
high strength concrete
reinforced concrete slab
column, load carrying capacity
edge connection
author_facet Tadeusz Urban
Jakub Krakowski
author_sort Tadeusz Urban
title Punching shear behavior of thick reinforced concrete slabs according to Strut-and-Tie model
title_short Punching shear behavior of thick reinforced concrete slabs according to Strut-and-Tie model
title_full Punching shear behavior of thick reinforced concrete slabs according to Strut-and-Tie model
title_fullStr Punching shear behavior of thick reinforced concrete slabs according to Strut-and-Tie model
title_full_unstemmed Punching shear behavior of thick reinforced concrete slabs according to Strut-and-Tie model
title_sort punching shear behavior of thick reinforced concrete slabs according to strut-and-tie model
publisher Lublin University of Technology
series Budownictwo i Architektura
issn 1899-0665
2544-3275
publishDate 2014-09-01
description The punching shear behavior of thick reinforced concrete slabs was analyzed in this paper by using strut-and-tie model (S-T). Calculating procedures were compared to our own experimental test results. The analyzed elements were subjected to symmetric loading and without shear reinforcement.
topic column – slab connection
effective concrete strength
high strength concrete
reinforced concrete slab
column, load carrying capacity
edge connection
url https://ph.pollub.pl/index.php/bia/article/view/1816
work_keys_str_mv AT tadeuszurban punchingshearbehaviorofthickreinforcedconcreteslabsaccordingtostrutandtiemodel
AT jakubkrakowski punchingshearbehaviorofthickreinforcedconcreteslabsaccordingtostrutandtiemodel
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