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Recent research on ductility of perforated shear connectors

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2018
bitstream_7589.pdf (6.741Mb)
Authors
Gluhović, Nina
Spremić, Milan
Marković, Zlatko
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Abstract
Significant implementation of Perfobond shear connectors in construction of composite steel-concrete structures resluted in development of entirely new type of shear connectors, denoted as perforated shear connectors. Except the shear resistance of this type of shear connector, the overall behaviour of shear connection is strongly influenced by shear connector geometry. Ductility of shear connector, which is strongly influenced by connectors geometry, defines the behaviour of shear connection. The results of resent research on ductility of perforated shear connectors are obtained from numerical models which are calibrated with results of experimental investigation of this type of shear connector. The results of extensive numerical analysis were used for definition of direct relation between connectors ductility and geometry and presented in this paper.
Keywords:
perforated shear connectors / shear connection / ductility / numerical analysis
Source:
ASES International congress proceedings / Association of Structural Engineers of Serbia, 15th Congress, September 6-8th, 2018, Zlatibor, 2018, 627-634
Publisher:
  • Društvo građevinskih konstruktera Srbije, Beograd
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)

ISBN: 978-86-6022-070-9

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URI
http://grafar.grf.bg.ac.rs/handle/123456789/1652
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  • Radovi istraživača / Researcher's publications
  • Катедра за материјале и конструкције
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