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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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 |
_version_ |
1721393018766884864 |