Simulation of Cold-Formed Steel Beams in Global and Distortional Buckling-Reference-Cited by-同舟云学术

Simulation of Cold-Formed Steel Beams in Global and Distortional Buckling

Published:2014-09 Issue: Volume:633-634 Page:1037-1041
ISSN:1662-7482
Container-title:Applied Mechanics and Materials
language:
Short-container-title:AMM

Author:

Vatin Nikolay¹,Sinelnikov Aleksei¹,Garifullin Marsel¹,Trubina Darya¹

Affiliation:

1. Donbas National Academy of Civil Engineering and Architecture

Abstract

This article provides the numerical elastic buckling analysis of simply supported cold-formed lipped channels subjected to pure bending. A methodology for computing simulation of a new type of thin-walled thermo-profile (reticular-stretched) is developed. For flexural elements buckling modes and values of critical force are calculated. FE simulation evaluates the influence of web height and span on the critical load and buckling modes for cold formed beams of different lengths.

Publisher

Trans Tech Publications, Ltd.

Link

https://www.scientific.net/AMM.633-634.1037.pdf

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