The effect of type of connection on the bearing capacity of bolted connections
Author
Source
Journal of University of Babylon for Engineering Sciences
Issue
Vol. 25, Issue 1 (28 Feb. 2017), pp.338-345, 8 p.
Publisher
Publication Date
2017-02-28
Country of Publication
Iraq
No. of Pages
8
Main Subjects
Abstract EN
In this paper sixteen specimens of single and double shear connections have been investigated.
Specimens have been equally divided between the two types of connections .
For both connections, all bolts have been positioned in parallel direction with applied loads .Steel plates of 4,6.8 mm have been used to configure both types of connections.The results indicated that the bearing capacities of double shear connections were higher than their peer of single shear connections.The deformations around holes werevery large in double shear connectionswhile they were a little in single shear connections.The common attribute between the two types of connections was the overestimation of theoretical values to experimental values but with different ratios.
American Psychological Association (APA)
Uraiyir, Faris Abbas Jawad. 2017. The effect of type of connection on the bearing capacity of bolted connections. Journal of University of Babylon for Engineering Sciences،Vol. 25, no. 1, pp.338-345.
https://search.emarefa.net/detail/BIM-918362
Modern Language Association (MLA)
Uraiyir, Faris Abbas Jawad. The effect of type of connection on the bearing capacity of bolted connections. Journal of University of Babylon for Engineering Sciences Vol. 25, no. 1 (2017), pp.338-345.
https://search.emarefa.net/detail/BIM-918362
American Medical Association (AMA)
Uraiyir, Faris Abbas Jawad. The effect of type of connection on the bearing capacity of bolted connections. Journal of University of Babylon for Engineering Sciences. 2017. Vol. 25, no. 1, pp.338-345.
https://search.emarefa.net/detail/BIM-918362
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references : p. 345
Record ID
BIM-918362