Estimation of ultimate strength in single shear bolted connections with aluminum alloys (6061-T6)
Abstract
An experimental investigation for the structural behavior of single shear bolted connection fabricated with aluminum alloys (6061-T6) has been carried out by Kim et al. It is found that ultimate strengths caused by curling (out-of-plane deformation in the direction of plate thickness) were reduced for some specimens with long end distances parallel to the direction of loading. In this paper, finite element analysis model has been developed on...
Paper Details
Title
Estimation of ultimate strength in single shear bolted connections with aluminum alloys (6061-T6)
Published Date
Apr 1, 2016
Journal
Volume
101
Pages
43 - 57
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