TECHNICAL PAPERS
Mar 1, 2000

Strength of Joints That Combine Bolts and Welds

Publication: Journal of Structural Engineering
Volume 126, Issue 3

Abstract

In steel construction, sometimes bolts and welds must be combined in a single joint. Provisions for the design of these combination joints can be found in existing specifications, but the design rules generally have not been verified by physical tests. In addition, the rules appear to be illogical in some cases. An experimental study using full-scale tension lap splices that combined high-strength bolts and fillet welds was carried out in order to develop a better understanding of combination joints. The results showed that the orientation of the welds and the bearing condition of the bolts are two key factors that must be considered when determining the extent of load sharing in combination joints. Design recommendations based on the results of this study are presented.

Get full access to this article

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

References

1.
Butler, L. J., Pal, S., and Kulak, G. L. (1972). “Eccentrically loaded welded connections.”J. Struct. Div., ASCE, 98(5), 989–1005.
2.
Crawford, S. F., and Kulak, G. L. (1971). “Eccentrically loaded bolted connections.”J. Struct. Div., ASCE, 97(3), 756–783.
3.
Fisher, J. W. (1965). “Behavior of fasteners and plates with holes.”J. Struct. Div., ASCE, 91(6), 129–154.
4.
Holtz, N. M., and Kulak, G. L. (1970). “High strength bolts and welds in load sharing systems.” Struct. Engrg. Rep. No. 8, Dept. of Civ. Engrg., Nova Scotia Technical College, Halifax, N.S., Canada.
5.
Jarosch, K. H., and Bowman, M. D. (1985). “Behavior of tension butt joints using bolts and welds in combination.” Struct. Engrg. Rep. CE-STR-85-20, Purdue University, Lafayette, Ind.
6.
Kulak, G. L., Fisher, J. W., and Struik, J. H. (1987). Guide to design criteria for bolted and riveted joints, 2nd Ed., Wiley, New York.
7.
“Limit states design of steel structures.” (1994). CAN/CSA-S16.1-M94, Canadian Standards Association, Rexdale, Ont., Canada.
8.
Load and resistance factor design specification for structural steel buildings. (1993). American Institute of Steel Construction, Chicago.
9.
Manuel, T. J., and Kulak, G. L. (1998). “Strength of joints that combine bolts and welds.” Struct. Rep. No. 222, Dept. of Civ. and Envir. Engrg., University of Alberta, Edmonton, Alta., Canada.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 126Issue 3March 2000
Pages: 279 - 287

History

Received: Feb 18, 1999
Published online: Mar 1, 2000
Published in print: Mar 2000

Permissions

Request permissions for this article.

Authors

Affiliations

Fellow, ASCE
Engr., H.M.S. Engineering Ltd., 200, 121 15th Ave. SE, Calgary, AB, Canada T2G 1G1.
Prof. Emeritus, Dept. of Civ. Engrg., Univ. of Alberta, Edmonton, AB, Canada T6G 2G7.

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