Buckling force of the thin-walled cross-sections and shear resistance of their joints: tests and FEM-modelling-Reference-Cited by-同舟云学术

Buckling force of the thin-walled cross-sections and shear resistance of their joints: tests and FEM-modelling

Published:2014-08-07 Issue: Volume: Page:
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Container-title:Proceedings of the International Conference „Innovative Materials, Structures and Technologies”
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Author:

Vatin Nikolay,Havula Jarmo,Martikainen Lassi,Sinelnikov Alexey,Orlova Anna,Salamakhin Stepan

Publisher

Riga Technical University

Reference28 articles.

1. Astakhov, I. V., 2006. Prostranstvennaia ustoichivost' elementov konstruktsii iz kholodnognutykh profilei, Dissertation, St.-Petersburg, 123 p.

2. Bayan, A. A.; Sariffuddin, S.; Mohd, H. O., 2011. Finite Element Analysis of Cold-formed Steel Connections. International Journal of Engineering, (IJE), 5 (2), pp. 55-61.

3. Belyi, G. I., 1983. Raschet uprugoplasticheskikh tonkostennykh sterzhnei poprostranstvenno-deformiruemoi scheme. Stroitel'naia mekhanika sooruzhenii: Mezhvuz. temat. sb. tr, LISI, 42, pp. 40-48.

4. EN 1993-1-3, Design of Steel Structures: Cold-formed thin gauge members and sheeting.

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