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.
TY - CONF
AU - Gluhović, Nina
AU - Spremić, Milan
AU - Milosavljević, Branko
AU - Marković, Zlatko
AU - Dobrić, Jelena
PY - 2019
UR - http://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",
url = "http://grafar.grf.bg.ac.rs/handle/123456789/1969",
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.
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. 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" The international colloquium on stability and ductility of steel structures (2019)
,