Comparative analysis of fire-adapted models for the shear buckling strength of web-posts in castellated steel beams

Author:

Miranda Larice Gomes JustinoORCID,Ribeiro José Carlos Lopes,Veríssimo Gustavo de Souza,Paes José Luiz Rangel,Caldas Rodrigo Barreto

Funder

Universidade Federal de Minas Gerais

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior

Fundação Carlos Chagas Filho de Amparo à Pesquisa do Estado do Rio de Janeiro

Universidade Federal de Viçosa

Fundação de Amparo à Pesquisa do Estado de Minas Gerais

Publisher

Elsevier BV

Subject

General Physics and Astronomy,Safety, Risk, Reliability and Quality,General Materials Science,General Chemistry,Building and Construction

Reference19 articles.

1. Numerical Simulation of the Structural Behavior of Castellated Steel Beams with Emphasis on Web-Post Buckling;Vieira,2011

2. Behaviour of composite floor beam with web openings at high temperatures;Wong,2010

3. Practical method for calculating the buckling temperature of the web-post in a cellular steel beam in fire;Wang;Thin-Walled Struct.,2014

4. Performance of unprotected and protected cellular beams in fire conditions;Nadjai;Construct. Build. Mater.,2016

5. Stabilité des montants de poutres ajourées;Delesques;Constr. Métallique,1968

Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Research on Shear Buckling Capacity of Steel Octagon-Web Beam;International Journal of Steel Structures;2024-07-30

2. SHEAR STRENGTH OF WIDE-FLANGE SHAPES USING HIGH-STRENGTH STEEL THIN PLATES AT ELEVATED TEMPERATURES;Journal of Structural and Construction Engineering (Transactions of AIJ);2024-06-01

3. Structural Behavior of a Fixed-End Arched Cellular Steel Beam without Lateral Support;Buildings;2024-01-15

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