American Iron and Steel Institute (AISI) Specifications, Standards, Manuals and Research Reports (1946 - present)
Alternative Title
Report RP17-2
Abstract
Monotonic and cyclic backbone load-deformation response models for single shear steel-to-steel and plywood, oriented-strand board, and gypsum board sheathing to cold-formed steel screw-fastened connections are developed with support from an experimental program. Connection strength, stiffness, and the probability of screw shear failure are correlated to fastener bearing strength of the two connected plies. Cyclic strength and stiffness degradation was negligible. Cyclic excursions resulted in increased connection stiffness from the screw bearing hardening the ply material and locking in the plies.
Department(s)
Civil, Architectural and Environmental Engineering
Research Center/Lab(s)
Wei-Wen Yu Center for Cold-Formed Steel Structures
Publisher
American Iron and Steel Institute
Publication Date
01 Jan 2017
Document Version
Final Version
Rights
© 2017 American Iron and Steel Institute, All rights reserved.
Document Type
Technical Report
File Type
text
Language
English
Recommended Citation
American Iron and Steel Institute, "Monotonic and Cyclic Response of Single Shear Cold-Formed Steel-to-Steel and Sheathing-to-Steel Connections" (2017). American Iron and Steel Institute (AISI) Specifications, Standards, Manuals and Research Reports (1946 - present). 157.
https://scholarsmine.mst.edu/ccfss-aisi-spec/157
