Session Dates
03 Nov 2010
Abstract
In Brazil, battened double angle system is one of the systems most used in light truss, however, there are not any specific studies on its behavior, resulting in the fact that the standard procedures do not provide subsidies for the design of this section. Moreover, cold-formed steel si mple angles under compression, mostly with slender legs, have an interesting structural behavior compared to other cold-formed steel shapes. Two critical modes are observed in the elastic stability analysis: (i) global flexural mode in the case of longer members and (ii) a coincident local-plate/global flexural-torsional mode, which is critical for shorter members. Studying the behavior of double angle members is interesting, because in this case, besides the critical modes of the single angle, they also show critical modes, due to the presence of the batten plates that sometimes interfere with the behavior of the syst em. In this work, a nonlinear numerical analysis on the behavior of double angle in battened system is presented. The number of batten plates was varied studying their effectiveness in the nominal axial strength. The sensitivity of the members to initial geometric imperfections was also analyzed. Except for the thin angle specimen (t = 1.5 mm) the results obtained from the nonlinear analysis sh owed that the presence of the batten plates significantly increased the nomin al axial strength of the members. However for an increased number of batten plates the nominal axial strength of the members remained almost constant. It was observed that the members were more sensitive to initial geometric imperfections increasing that to the number of batten plates.
Department(s)
Civil, Architectural and Environmental Engineering
Research Center/Lab(s)
Wei-Wen Yu Center for Cold-Formed Steel Structures
Meeting Name
20th International Specialty Conference on Cold-Formed Steel Structures
Publisher
Missouri University of Science and Technology
Document Version
Final Version
Rights
© 2010 Missouri University of Science and Technology, All rights reserved.
Document Type
Article - Conference proceedings
File Type
text
Language
English
Recommended Citation
Maia, W. F.; Neto, J. Munaiar; and Malite, M., "Theoretical Analysis of Cold-formed Steel Battened Double Angle Members under Compression" (2010). CCFSS Proceedings of International Specialty Conference on Cold-Formed Steel Structures (1971 - 2018). 3.
https://scholarsmine.mst.edu/isccss/20iccfss/20iccfss-session3/3
Theoretical Analysis of Cold-formed Steel Battened Double Angle Members under Compression
In Brazil, battened double angle system is one of the systems most used in light truss, however, there are not any specific studies on its behavior, resulting in the fact that the standard procedures do not provide subsidies for the design of this section. Moreover, cold-formed steel si mple angles under compression, mostly with slender legs, have an interesting structural behavior compared to other cold-formed steel shapes. Two critical modes are observed in the elastic stability analysis: (i) global flexural mode in the case of longer members and (ii) a coincident local-plate/global flexural-torsional mode, which is critical for shorter members. Studying the behavior of double angle members is interesting, because in this case, besides the critical modes of the single angle, they also show critical modes, due to the presence of the batten plates that sometimes interfere with the behavior of the syst em. In this work, a nonlinear numerical analysis on the behavior of double angle in battened system is presented. The number of batten plates was varied studying their effectiveness in the nominal axial strength. The sensitivity of the members to initial geometric imperfections was also analyzed. Except for the thin angle specimen (t = 1.5 mm) the results obtained from the nonlinear analysis sh owed that the presence of the batten plates significantly increased the nomin al axial strength of the members. However for an increased number of batten plates the nominal axial strength of the members remained almost constant. It was observed that the members were more sensitive to initial geometric imperfections increasing that to the number of batten plates.
