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Mechanical behaviours and design strengths of single shear bolted connections fabricated with aluminium alloy 7075-T6

Authors
Cho, YonghyunKim, SeunghunKim, Taesoo
Issue Date
May-2014
Publisher
Maney Publishing
Keywords
Aluminium alloys; Bolted connection; Curling; Design specification; Ultimate strength
Citation
Materials Research Innovations, v.18, no.sup2, pp 604 - 610
Pages
7
Indexed
SCI
SCIE
SCOPUS
Journal Title
Materials Research Innovations
Volume
18
Number
sup2
Start Page
604
End Page
610
URI
https://scholarworks.bwise.kr/erica/handle/2021.sw.erica/118029
DOI
10.1179/1432891714z.000000000509
ISSN
1432-8917
1433-075X
Abstract
In the study, experimental study has been performed to investigate the mechanical behaviours such as ultimate strength and fracture mode of single shear bolted connections with aluminium alloy 7075-T6. Main variables are bolt arrangement and end distance. As a result, the specimens failed by shear-out fracture and block shear fracture. Some specimens with a long end distance were accompanied by curling (out of plane deformation). The curling led to a sudden ultimate strength reduction. Moreover, the change of strain distribution was investigated according to curling occurrence. The reliability of design rules for single shear bolted connection in AAA, AISI and AIJ specification is evaluated through comparison between test results and predictions by each current design standard. Lastly, the strength equations considering curling effect and bolt arrangement were proposed and compared with test results. © 2014 W. S. Maney & Son Ltd.
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ERICA 공학대학 (MAJOR IN ARCHITECTURAL ENGINEERING)
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