Prefabricated Composite Beams Based on Innovative Shear Connection

Composite structures, especially steel-concrete composites have a great potential of use in the building industry. A correct combination of materials and elimination of disadvantages of used material may lead to significant savings in aspects like the amount of material used, and time needed for con...

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Main Authors: Vincent Kvocak, Daniel Dubecky, Patricia Vanova
Format: Article
Language:English
Published: Pouyan Press 2021-04-01
Series:Computational Engineering and Physical Modeling
Subjects:
Online Access:http://www.jcepm.com/article_122690_db2e3f89cd6afaddb2f8287a8c7175f6.pdf
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spelling doaj-ae763d0f961d467fa73b1204f5abde472021-06-07T04:45:14ZengPouyan PressComputational Engineering and Physical Modeling2588-69592588-69592021-04-0142202610.22115/cepm.2021.233573.1109122690Prefabricated Composite Beams Based on Innovative Shear ConnectionVincent Kvocak0Daniel Dubecky1Patricia Vanova2Department of Civil Engineering, Technical University of Kosice, Kosice, SlovakiaDepartment of Civil Engineering, Technical University of Kosice, Kosice, SlovakiaDepartment of Civil Engineering, Technical University of Kosice, Kosice, SlovakiaComposite structures, especially steel-concrete composites have a great potential of use in the building industry. A correct combination of materials and elimination of disadvantages of used material may lead to significant savings in aspects like the amount of material used, and time needed for construction. Also cost reduction while using composite structure instead of the structure fabricated only from one material should be mentioned. The paper focuses on the design of alternative solutions for composite steel-concrete structures with encased steel beams. Simultaneously, a design model was developed using the Abaqus software environment. The exact physical properties of the individual materials were verified by experiment. Tensile strength of steel, compressive strength of concrete, bending strength of concrete in tension, and splitting tensile strength were determined along with the modulus of elasticity of concrete in compression. The correctness of the design model applied by means of the Abaqus program was experimentally verified.http://www.jcepm.com/article_122690_db2e3f89cd6afaddb2f8287a8c7175f6.pdfshear connectioncomposite structuresnumerical analysismodelling concrete
collection DOAJ
language English
format Article
sources DOAJ
author Vincent Kvocak
Daniel Dubecky
Patricia Vanova
spellingShingle Vincent Kvocak
Daniel Dubecky
Patricia Vanova
Prefabricated Composite Beams Based on Innovative Shear Connection
Computational Engineering and Physical Modeling
shear connection
composite structures
numerical analysis
modelling concrete
author_facet Vincent Kvocak
Daniel Dubecky
Patricia Vanova
author_sort Vincent Kvocak
title Prefabricated Composite Beams Based on Innovative Shear Connection
title_short Prefabricated Composite Beams Based on Innovative Shear Connection
title_full Prefabricated Composite Beams Based on Innovative Shear Connection
title_fullStr Prefabricated Composite Beams Based on Innovative Shear Connection
title_full_unstemmed Prefabricated Composite Beams Based on Innovative Shear Connection
title_sort prefabricated composite beams based on innovative shear connection
publisher Pouyan Press
series Computational Engineering and Physical Modeling
issn 2588-6959
2588-6959
publishDate 2021-04-01
description Composite structures, especially steel-concrete composites have a great potential of use in the building industry. A correct combination of materials and elimination of disadvantages of used material may lead to significant savings in aspects like the amount of material used, and time needed for construction. Also cost reduction while using composite structure instead of the structure fabricated only from one material should be mentioned. The paper focuses on the design of alternative solutions for composite steel-concrete structures with encased steel beams. Simultaneously, a design model was developed using the Abaqus software environment. The exact physical properties of the individual materials were verified by experiment. Tensile strength of steel, compressive strength of concrete, bending strength of concrete in tension, and splitting tensile strength were determined along with the modulus of elasticity of concrete in compression. The correctness of the design model applied by means of the Abaqus program was experimentally verified.
topic shear connection
composite structures
numerical analysis
modelling concrete
url http://www.jcepm.com/article_122690_db2e3f89cd6afaddb2f8287a8c7175f6.pdf
work_keys_str_mv AT vincentkvocak prefabricatedcompositebeamsbasedoninnovativeshearconnection
AT danieldubecky prefabricatedcompositebeamsbasedoninnovativeshearconnection
AT patriciavanova prefabricatedcompositebeamsbasedoninnovativeshearconnection
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