Chapter
Apr 26, 2012
Perforated Shear Connector for Composite Steel and Concrete Beams
Authors: Jiri Studnicka [email protected], Josef Machacek, Ales Krpata, and Marcela SvitakovaAuthor Affiliations
Publication: Composite Construction in Steel and Concrete IV
Abstract
Perforated shear connector in several modifications is presented. The connector was tested in laboratories of CTU Prague for static shear load capacity. 61 push tests of connectors with 32 mm openings and with 60 mm openings, both in normal and lightweight concrete and with different transverse reinforcement, were carried out. The tests also include behavior of connectors with modified "high" position of 32 mm openings and of two connectors in parallel arrangement. After statistical evaluation of the experimental results the authors developed reasonable shear resistance formulas for all proposed arrangements and suitable for structural design.
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Published In
Composite Construction in Steel and Concrete IV
Pages: 367 - 378
Copyright
© 2002 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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Affiliations
Professor of Steel Structures, Czech Technical University in Prague, Thakurova 7, 166 29 Czech Republic. E-mail: [email protected]
Josef Machacek
Professor of Steel Structures, Czech Technical University in Prague, Thakurova 7, 166 29 Czech Republic
Ales Krpata
Czech Technical University in Prague, Thakurova 7, 166 29 Czech Republic
Marcela Svitakova
Doctoral Students, Czech Technical University in Prague, Thakurova 7, 166 29 Czech Republic
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.