Elastic Buckling of Cold-Formed Thin-Walled Channel Beams with Drop Flanges

Author:

Magnucki K.123,Paczos P.123,Kasprzak J.123

Affiliation:

1. Prof. Dr. Hab. Eng., Institute of Applied Mechanics, Poznan Univ. of Technology, ul. Piotrowo 3, 60-965 Poznan, Poland; and, Institute of Rail Vehicles, Tabor, ul. Warszawska 181, 61-055 Poznan, Poland.

2. Dr. Eng., Institute of Applied Mechanics, Poznan Univ. of Technology, ul. Piotrowo 3, 60-965 Poznan, Poland (corresponding author).

3. Dr., Titan Eko, Sp. z o.o. ul. Topolowa 5, 62-090 Rokietnica k/Poznania, Poland.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference35 articles.

1. Effects of anchoring tensile stresses in axially loaded plates and sections

2. Bebiano R. Pina P. Silvestre N. and Camotim D. (2008). “GBTUL-A GBT-based code for thin-walled member analysis.” Proc. 5th Int. Conf. on Thin-Walled Structures M. Mahendran ed. Vol. 2 Queensland Univ. of Technology Brisbane Australia 1173–1181.

3. Camotim D. and Silvestre N. (2008). “Distortional buckling before and after Greg Hancock.” Proc. 5th Int. Conf. on Coupled Instabilities in Metal Structures. Vol. 2 K. Rasmussen and T. Wilkinson eds. The Univ. of Sydney Sydney Australia 155–167.

4. Lateral-torsion buckling analysis of partial-laterally restrained thin-walled channel-section beams

5. Buckling behaviour of cold-formed channel sections under uniformly distributed loads

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