Effect of Concrete Placement on Shear Strength of Headed Studs
Publication: Journal of Structural Engineering
Volume 112, Issue 8
Abstract
Tests were conducted to study the effect of concrete placement on the shear strength of headed studs. Twelve specimens were constructed, which differed only in the position of a stud-anchored steel plate during concrete placement. The tests indicate that headed studs in the top of a concrete element, with concrete cast beneath them, have significantly less strength than when the concrete is cast either above or to the side of the steel-concrete interface.
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References
1.
McMackin, P. J., Slutter, R. G., and Fisher, J. W., “Headed Steel Anchor Under Combined Loading,” AISC Engr. Journal, Vol. 10, No. 2, Apr., 1973, pp. 43–52.
2.
Nelson Stud Welding Company, “Embedment Properties of Headed Studs,” Nelson Stud Division of TRW Industries, Lorian, Ohio, 1984, 47 pp.
3.
Ollgaard, J. G., Slutter, R. G., and Fisher, J. W., “Shear Strength of Stud Connectors in Lightweight and Normal Weight Concrete,” AISC Engr. Journal, Vol. 8, No. 2, Apr., 1971, pp. 55–64.
4.
PCI Design Handbook—Precast and Prestressed Concrete, 3rd ed., Prestressed Concrete Institute, Chicago, Ill., 1985.
5.
“Specification for the Design, Fabrication and Erection of Structural Steel for Buildings,” American Institute of Steel Construction, Chicago, Ill., 1978.
Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 112 • Issue 8 • August 1986
Pages: 1965 - 1971
Copyright
Copyright © 1986 ASCE.
History
Published online: Aug 1, 1986
Published in print: Aug 1986
Authors
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