Show simple item record

contributor authorThomas J. Manuel
contributor authorGeoffrey L. Kulak
date accessioned2017-05-08T22:13:10Z
date available2017-05-08T22:13:10Z
date copyrightMarch 2000
date issued2000
identifier other39882645.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/74004
description abstractIn 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.
publisherAmerican Society of Civil Engineers
titleStrength of Joints That Combine Bolts and Welds
typeJournal Paper
journal volume126
journal issue3
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2000)126:3(279)
treeJournal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 003
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record