Screw Connections Subject to Tension Pull-out and Shear Forces
Abstract
Currently, the behavior of screw connections subject to combined tension pull-out and shear forces is not well understood. an experimental study was conducted at Missouri University of Science and Technology to better understand the relationship or interaction between these forces. the test program evaluated four parameters that may influence the behavior of pure tension and pure shear in screw connections: The thickness of the sheet not in contact with the screw head, the ultimate strength of the steel, the ductility of the steel, and the screw diameter. based on the behavior observed and analysis of the test data, this work formulated new design recommendations for use in calculating the design capacity of screw connections subject to this potential limit state.
Recommended Citation
R. M. Francka and R. A. LaBoube, "Screw Connections Subject to Tension Pull-out and Shear Forces," 20th International Specialty Conference on Cold-Formed Steel Structures - Recent Research and Developments in Cold-Formed Steel Design and Construction, pp. 635 - 651, Scimago Journal and Country Rank, Dec 2010.
Department(s)
Civil, Architectural and Environmental Engineering
Document Type
Article - Conference proceedings
Document Version
Citation
File Type
text
Language(s)
English
Rights
© 2024 Scimago Journal and Country Rank, All rights reserved.
Publication Date
01 Dec 2010
