Please use this identifier to cite or link to this item: http://www.repositorio.ufop.br/handle/123456789/1204
Title: Analysis of steel storage rack columns.
Authors: Sarmanho, Arlene Maria Cunha
Freitas, Marcílio Sousa da Rocha
Souza, Flávio Teixeira de
Keywords: Stub columns
Finite element analysis
Cold-formed elements
Thin-walled perforated members
Issue Date: 2005
Citation: SARMANHO, A. M. C.; FREITAS, M. S. da R.; SOUZA, F. T. de. Analysis of steel storage rack columns. Journal of Constructional Steel Research, v. 61, n. 8, p. 1135-1146, ago. 2005. Disponível em: <https://www.sciencedirect.com/science/article/pii/S0143974X05000428>. Acesso em: 25 jul. 2012.
Abstract: Storage rack systems are structures composed of cold-formed steel structural members that are used as columns, beams and bracing. The rack columns present peculiar features in their design because they have perforations to facilitate assemblage of the system, which makes them more difficult to analyze by cold-formed steel structures design codes. There are several design codes proposed by the manufacturers associations, as the specifications of Rack Manufacturers Institute (RMI), applied in the USA along with the specification of the American Iron and Steel Institute (AISI). These codes propose experimental stub columns tests for the determination of their resistance. In this work, the commercial software, ANSYS, is used for material and geometric nonlinear analysis of these columns, and the results are compared with experimental data obtained by stub column tests, for a typical section of racks manufactured in Brazil.
URI: http://www.repositorio.ufop.br/handle/123456789/1204
ISSN: 0143974X
metadata.dc.rights.license: O periódico Journal of Constructional Steel Research concede permissão para depósito do artigo no Repositório Institucional da UFOP. Número da licença: 3238750158059.
Appears in Collections:DECIV - Artigos publicados em periódicos

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