A platform for research: civil engineering, architecture and urbanism
Structural Performance of Cold-Formed Steel Structures with Bolted Connections
This paper presents a number of experimental and theoretical investigations into the structural behaviour of cold-formed steel structures with bolted connections. Firstly, the basic deformation characteristics of bolted fastenings between cold-formed steel strips in lap shear tests is described, and advanced finite element modelling with solid elements as well as contact elements is carried out for comparison. Secondly, the structural behaviour of lapped Z sections with bolted moment connections is reported, and both analytical and numerical predictions on strength and stiffness of lapped Z sections are presented. Finally, the structural performance of double span lapped Z purlins is investigated numerically where the effects of lapped Z sections over internal supports on the internal force distributions along the purlin members are examined. The description is intended to provide both analysis and design methods as well as understandings to structural engineers, enabling them to design and build cold-formed steel structures rationally with improved structural performance.
Structural Performance of Cold-Formed Steel Structures with Bolted Connections
This paper presents a number of experimental and theoretical investigations into the structural behaviour of cold-formed steel structures with bolted connections. Firstly, the basic deformation characteristics of bolted fastenings between cold-formed steel strips in lap shear tests is described, and advanced finite element modelling with solid elements as well as contact elements is carried out for comparison. Secondly, the structural behaviour of lapped Z sections with bolted moment connections is reported, and both analytical and numerical predictions on strength and stiffness of lapped Z sections are presented. Finally, the structural performance of double span lapped Z purlins is investigated numerically where the effects of lapped Z sections over internal supports on the internal force distributions along the purlin members are examined. The description is intended to provide both analysis and design methods as well as understandings to structural engineers, enabling them to design and build cold-formed steel structures rationally with improved structural performance.
Structural Performance of Cold-Formed Steel Structures with Bolted Connections
Chung, K. F. (author)
Advances in Structural Engineering ; 8 ; 231-245
2005-07-01
15 pages
Article (Journal)
Electronic Resource
English
Structural Performance of Cold-Formed Steel Structures with Bolted Connections
British Library Conference Proceedings | 2005
|Structural Performance of Cold-Formed Steel Structures with Bolted Connections
Online Contents | 2005
|Structural behavior of cold-formed stainless steel bolted connections
Online Contents | 2014
|Structural behavior of cold-formed stainless steel bolted connections
Elsevier | 2014
|Behaviour of bolted semi-rigid connections - Cold-formed steel structures
British Library Conference Proceedings | 2005
|