Local Buckling of Cold-Formed Steel Members with Edge Stiffened Holes-Reference-Cited by-同舟云学术

Local Buckling of Cold-Formed Steel Members with Edge Stiffened Holes

Published:2015-01 Issue: Volume:725-726 Page:697-702
ISSN:1662-7482
Container-title:Applied Mechanics and Materials
language:
Short-container-title:AMM

Author:

Garifullin Marsel¹,Trubina Darya¹,Vatin Nikolai²

Affiliation:

1. Saint-Petersburg State Polytechnical University

2. St. Petersburg State Polytechnical University

Abstract

Cold formed steel members with edge stiffened holes are a new generation of cold formed members recently developed by the building industry. Very little research has been performed on such sections to determine their local and distortional buckling capacity. This article provides the numerical results of elastic local buckling analysis of cold-formed lipped channels with edge stiffened holes. For flexural elements values of critical buckling moments are calculated and the influence of hole spacing and diameter on elastic buckling capacity is determined.

Publisher

Trans Tech Publications, Ltd.

Link

https://www.scientific.net/AMM.725-726.697.pdf

Reference51 articles.

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