The load deformation response of single bolt connections
Files
TR Number
Date
1995-09-05
Authors
Journal Title
Journal ISSN
Volume Title
Publisher
Virginia Tech
Abstract
Sophisticated design techniques such as partially restrained connections need detail information on the load-deformation response of bolted connections. The behavior of single bolt, single shear connections are studied. Seventy tests with different configurations were conducted to evaluate their failure mechanisms and load-deformation characteristics. Comparisons to previous study were made. A new analytical model for the determination of load-deformation response of bolted connections was presented as well as a new Unified Design Curves approach for design purposes. It has been proven that this generalized method can be used efficiently.
Description
Keywords
bolt connections