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Static Tests on Stud Shear Connectors in Haunched Slabs
Push-out tests were carried out on ten haunched slabs with 101.6 x 19.05 mm (4 x 3/4 in) headed studs. Four tests were made on specimens with 101.6 mm (4 in) deep haunches and concrete cover to studs varying from 19.05 - 50.8 mm (3/4 - 2 in). Another six tests were made on specimens with 50.8 mm (2 in) deep haunches, and horizontal concrete cover to studs varying from 19.05 x 76.2 mm (3/4 - 3 in). On the basis of the tests proposals are made for design. (Author)
Static Tests on Stud Shear Connectors in Haunched Slabs
Push-out tests were carried out on ten haunched slabs with 101.6 x 19.05 mm (4 x 3/4 in) headed studs. Four tests were made on specimens with 101.6 mm (4 in) deep haunches and concrete cover to studs varying from 19.05 - 50.8 mm (3/4 - 2 in). Another six tests were made on specimens with 50.8 mm (2 in) deep haunches, and horizontal concrete cover to studs varying from 19.05 x 76.2 mm (3/4 - 3 in). On the basis of the tests proposals are made for design. (Author)
Static Tests on Stud Shear Connectors in Haunched Slabs
J. S. Teraszkiewicz (Autor:in)
1968
28 pages
Report
Keine Angabe
Englisch
Static tests on stud shear connectors in haunched slabs
TIBKAT | 1968
|Static behavior of large stud shear connectors
Online Contents | 2004
|Static behavior of large stud shear connectors
Elsevier | 2004
|Residual Static Resistance of Welded Stud Shear Connectors
British Library Conference Proceedings | 2006
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