TECHNICAL PAPERS
Aug 1, 1996

Nailed Tubular Connections under Axial Loading

Publication: Journal of Structural Engineering
Volume 122, Issue 8

Abstract

An experimental research program on nailed steel tubular connections is described. The “nailing” of one tube to another coaxial tube within it is achieved by a powder-actuated tool and very high strength driven pins (or nails). Combined steel thicknesses of up to 13 mm (1/2 in.) have been easily connected. Furthermore, these structural connections are made very quickly and safely after minimal training with the equipment. A range of tubes up to 406 mm (16 in.) in diameter, with various diameter-to-thickness ratios, tube wall thickness, and lack of fit, have been joined and 42 tube connections have been tested to failure under axial tension or compression loading. The observed failure modes were nail shear failure, tube bearing failure, and tube shear out failure, for which simple prediction formulas are verified. A recommended load and resistance factor design (or limit states design) procedure for such axially loaded tube-in-tube connections is then advocated.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Fastening technology manual. (1993). Issue 5/93, Hilti Corp., Schaan, Liechtenstein.
2.
Fisher, J. W., Ramseier, P., and Beedle, L. S.(1963). “Strength of A440 steel joints fastened with A325 bolts.”Publ. IABSE, 23, 206–220.
3.
Korol, R. M., Ghobarah, A., and Mourad, S.(1993). “Blind bolting W-shape beams to HSS columns.”J. Struct. Engrg., ASCE, 119(12), 3463–3481.
4.
Kosteski, N. (1994). “Nailed tubular connections under axial compression,” BASc thesis, Univ. of Toronto, Ont., Canada.
5.
Krutzler, R. T. (1994). “Nailed tubular connections under axial loading,” MASc thesis, Univ. of Toronto, Ont., Canada.
6.
Kulak, G. L., Fisher, J. W., and Struik, J. H. (1987). Guide to design criteria for bolted and riveted joints, 2nd Ed., John Wiley & Sons, Inc., New York, N.Y.
7.
“Limit states design of steel structures.” (1994). CAN/CSA-S16.1-94, Canadian Standards Assn. (CSA), Rexdale, Ont., Canada.
8.
Load and resistance factor design specification for structural steel buildings. (1993). 2nd Ed., Am. Inst. of Steel Constr. (AISC), Chicago, Ill.
9.
Luttrell, L. D. (1985). “Steel shear diaphragms using Hilti ENP2-21L15 fasteners.”Rep. No. 2059-L, West Virginia Univ., Morgantown, W.Va.
10.
Shakir-Khalil, H.(1993). “Resistance of concrete-filled steel tubes to pushout forces.”The Struct. Engr., London, England, 71(13), 234–243.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 122Issue 8August 1996
Pages: 867 - 872

History

Published online: Aug 1, 1996
Published in print: Aug 1996

Permissions

Request permissions for this article.

Authors

Affiliations

Jeffrey A. Packer, Member, ASCE
Prof., Dept. of Civ. Engrg., Univ. of Toronto, 35 St. George St., Toronto, ON, M5S 1A4, Canada.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share