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Ductility of different types of shear connectors – experimental and numerical analysis

Authorized Users Only
2019
Authors
Gluhović, Nina
Spremić, Milan
Milosavljević, Branko
Marković, Zlatko
Dobrić, Jelena
Conference object (Published version)
,
Czech Technical University in Prague
Metadata
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Abstract
Different types of shear connectors, which are used for achievement of steel-concrete composite action, have been developed during decades. Their suitability for various range of structures and loadings is determined by shear resistance, ductility of shear connectors, obtained failure mechanisms and fatigue resistance. Headed studs are widely used for composite construction of buildings and bridges. Perforated shear connectors, mechanically fastened shear connectors or bolted shear connectors with mechanical couplers are alternative solution for achievement of composite action between steel and concrete. Results of experimental and numerical analysis of these types of shear connectors are used for comparative analysis and presented in this paper. Presented analysis included comparison of stiffness and different failure mechanisms for these types of shear connections, with focus on the ductility at different load levels. Besides, results are compared with recommendation given in E...N 1994-1-1 for ductile shear connectors.

Keywords:
shear connectors / ductility / composite structures
Source:
The international colloquium on stability and ductility of steel structures, 2019
Publisher:
  • Czech Technical University in Prague
Funding / projects:
  • Research on condition assessment and improvement methods of civil engineering structures in view of their serviceability, load-bearing capacity, cost effectiveness and maintenance (RS-36048)
[ Google Scholar ]
URI
https://grafar.grf.bg.ac.rs/handle/123456789/1969
Collections
  • Radovi istraživača / Researcher's publications
  • Катедра за материјале и конструкције
Institution/Community
GraFar
TY  - CONF
AU  - Gluhović, Nina
AU  - Spremić, Milan
AU  - Milosavljević, Branko
AU  - Marković, Zlatko
AU  - Dobrić, Jelena
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1969
AB  - Different types of shear connectors, which are used for achievement of steel-concrete
composite action, have been developed during decades. Their suitability for various range
of structures and loadings is determined by shear resistance, ductility of shear connectors, obtained failure mechanisms and fatigue resistance. Headed studs are widely used for composite
construction of buildings and bridges. Perforated shear connectors, mechanically fastened shear
connectors or bolted shear connectors with mechanical couplers are alternative solution for
achievement of composite action between steel and concrete. Results of experimental and numerical  analysis of these types of shear connectors are used for comparative analysis and presented in this paper. Presented analysis included comparison of stiffness and different failure mechanisms for these types of shear connections, with focus on the ductility at different load levels. Besides, results are compared with recommendation given in EN 1994-1-1 for ductile shear connectors.
PB  - Czech Technical University in Prague
C3  - The international colloquium on stability and ductility of steel structures
T1  - Ductility of different types of shear connectors – experimental and numerical analysis
ER  - 
@conference{
author = "Gluhović, Nina and Spremić, Milan and Milosavljević, Branko and Marković, Zlatko and Dobrić, Jelena",
year = "2019",
abstract = "Different types of shear connectors, which are used for achievement of steel-concrete
composite action, have been developed during decades. Their suitability for various range
of structures and loadings is determined by shear resistance, ductility of shear connectors, obtained failure mechanisms and fatigue resistance. Headed studs are widely used for composite
construction of buildings and bridges. Perforated shear connectors, mechanically fastened shear
connectors or bolted shear connectors with mechanical couplers are alternative solution for
achievement of composite action between steel and concrete. Results of experimental and numerical  analysis of these types of shear connectors are used for comparative analysis and presented in this paper. Presented analysis included comparison of stiffness and different failure mechanisms for these types of shear connections, with focus on the ductility at different load levels. Besides, results are compared with recommendation given in EN 1994-1-1 for ductile shear connectors.",
publisher = "Czech Technical University in Prague",
journal = "The international colloquium on stability and ductility of steel structures",
title = "Ductility of different types of shear connectors – experimental and numerical analysis"
}
Gluhović, N., Spremić, M., Milosavljević, B., Marković, Z.,& Dobrić, J.. (2019). Ductility of different types of shear connectors – experimental and numerical analysis. in The international colloquium on stability and ductility of steel structures
Czech Technical University in Prague..
Gluhović N, Spremić M, Milosavljević B, Marković Z, Dobrić J. Ductility of different types of shear connectors – experimental and numerical analysis. in The international colloquium on stability and ductility of steel structures. 2019;..
Gluhović, Nina, Spremić, Milan, Milosavljević, Branko, Marković, Zlatko, Dobrić, Jelena, "Ductility of different types of shear connectors – experimental and numerical analysis" in The international colloquium on stability and ductility of steel structures (2019).

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