Numerical prediction of available rotation capacity of cold-formed steel beams

2017 ◽  
Vol 128 ◽  
pp. 84-98 ◽  
Author(s):  
Emad M. Hassan ◽  
Mohammed H. Serror ◽  
Sherif A. Mourad
Keyword(s):  
Numerical Prediction ◽  
Steel Beams ◽  
Rotation Capacity ◽  
Cold Formed Steel

Experimental study on the rotation capacity of cold-formed steel beams

2016 ◽  
Vol 121 ◽  
pp. 216-228 ◽  
Author(s):  
Mohammed H. Serror ◽  
Emad M. Hassan ◽  
Sherif A. Mourad
Keyword(s):  
Experimental Study ◽  
Steel Beams ◽  
Rotation Capacity ◽  
Cold Formed Steel

Numerical study on the rotation capacity of CFRP strengthened cold formed steel beams

2017 ◽  
Vol 23 (4) ◽  
pp. 385-397
Author(s):  
Mohammed H. Serror ◽  
Essam G. Soliman ◽  
Ahmed F. Hassan
Keyword(s):  
Numerical Study ◽  
Steel Beams ◽  
Rotation Capacity ◽  
Cold Formed Steel

Numerical study on the rotation capacity of SIP-strengthened cold-formed steel beams

2022 ◽  
Vol 251 ◽  
pp. 113542
Author(s):  
Hussein Shawki Osman ◽  
Mohammed H. Serror ◽  
Elsayed Fathallah
Keyword(s):  
Numerical Study ◽  
Steel Beams ◽  
Rotation Capacity ◽  
Cold Formed Steel

Experimental analysis on cold-formed steel beams subjected to fire

2014 ◽  
Vol 74 ◽  
pp. 104-117 ◽  
Author(s):  
Luís Laím ◽  
João Paulo C. Rodrigues ◽  
Luis Simões da Silva
Keyword(s):  
Experimental Analysis ◽  
Steel Beams ◽  
Cold Formed Steel

Push-out tests on bolted shear connectors in composite cold-formed steel beams

2021 ◽  
Vol 164 ◽  
pp. 107831
Author(s):  
Mahmoud Hosseinpour ◽  
Mehran Zeynalian ◽  
Abdoreza Ataei ◽  
Maryam Daei
Keyword(s):  
Steel Beams ◽  
Shear Connectors ◽  
Cold Formed Steel ◽  
Push Out

EXPERIMENTAL INVESTIGATION OF CFRP STRENGTHENED I-SHAPED COLD FORMED STEEL BEAMS

2017 ◽  
Vol 79 (5) ◽  
Author(s):  
Nahushananda Chakravarthy ◽  
Sivakumar Naganathan ◽  
Jonathan Tan Hsien Aun ◽  
Sreedhar Kalavagunta ◽  
Kamal Nasharuddin Mustapha ◽  
...  
Keyword(s):  
Carrying Capacity ◽  
Experimental Results ◽  
Steel Beams ◽  
Load Carrying Capacity ◽  
Load Carrying ◽  
Length Width ◽  
Cold Formed Steel ◽  
Formed Channel ◽  
Hot Rolled ◽  
Hot Rolled Steel

Cold formed steel differ from hot rolled steel by its lesser thickness and weight. The cold formed steel applicable in roof purlin, pipe racks and wall panels etc. Due its lesser wall thickness the cold formed steel member subjected to buckling. The enhancement of load carrying capacity of the cold formed steel member can be achieved by external strengthening of CFRP. In this study cold formed channel members connected back to back to form I shaped cross section using screws. These built up beam members were 300mm, 400mm and 500mm in length with 100mm screw spacing and edge distance of 50mm were chosen for testing. CFRP fabric cut according to length, width of built up beams and wrapped outer surface of beam using epoxy resin. Experiments were carried out in two sets firstly plain built up beams and secondly CFRP wrapped beams. The test results shows that increased load carrying capacity and reduction in deflection due to CFRP strengthening. Experimental results were compared with AISI standards which are in good agreement. Experimental results shows that CFRP strengthening is economic and reliable.

scholarly journals Comparação entre a eficiência estrutural de perfis soldados de aço e perfis de aço formados a frio

2016 ◽  
Vol 12 (3) ◽  
Author(s):  
Uiatan Aguiar Nogueira ◽  
Matilde Batista Melo ◽  
Daniel De Lima Araujo
Keyword(s):  
Bending Strength ◽  
Steel Beams ◽  
Steel Beam ◽  
Structural Elements ◽  
Structural System ◽  
Welded Steel ◽  
Bending Tests ◽  
Structural Efficiency ◽  
Cold Formed Steel

RESUMO: A Análise de elementos estruturais, realizadas durante as etapas de projeto de uma estrutura, é parte fundamental para garantia de bom desempenho e estabilidade do sistema estrutural. Na execução de algumas estruturas, como as coberturas em edificações, é usual o emprego de perfis leves de aço formados a frio devido ao seu baixo peso. Esta pesquisa tem por objetivo avaliar a eficiência estrutural desses perfis quando comparados, por exemplo, aos perfis soldados compactos. Para tanto, foram realizados ensaios de flexão em quatro vigas biapoiadas submetidas a duas forças concentradas, de forma a se obter flexão pura no meio do vão das vigas. Estas foram instrumentadas para a determinação da sua rigidez e da sua resistência à flexão. A principal contribuição deste trabalho é demonstrar a eficiência estrutural de perfis formados a frio em seção caixa submetidos à flexão em comparação com perfis de seção tipo “H” soldados. ABSTRACT: The analysis of structural elements, in a structure’s design, is an essential step to ensure good performance and stability of the structural system. In any types of structures, such as roofing in buildings, it’s usual using cold-formed steel beams due to their small weight. This research seeks to evaluate the structural efficiency of cold-formed steel beams when compared, for example, to compact welded steel beams. Thus, bending tests were performed in four simply supported beams submitted to two concentrated loads, in order to obtain pure flexure at the mid-span of the beams. These beams were instrumented for the determination of their rigidity and bending strength. The results showed that the cold-formed steel beam, box-shaped, presented structural efficiency similar to the welded steel beam “H” shaped.

Unconstrained shape optimisation of singly-symmetric and open cold-formed steel beams and beam-columns

2016 ◽  
Vol 104 ◽  
pp. 54-61 ◽  
Author(s):  
Bin Wang ◽  
Guillaume L. Bosco ◽  
Benoit P. Gilbert ◽  
Hong Guan ◽  
Lip H. Teh
Keyword(s):  
Steel Beams ◽  
Shape Optimisation ◽  
Beam Columns ◽  
Cold Formed Steel
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