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Interaction of buckling modes in castellated steel beams
Journal of Constructional Steel Research, 2011Abstract This paper investigates the behaviour of normal and high strength castellated steel beams under combined lateral torsional and distortional buckling modes. An efficient nonlinear 3D finite element model has been developed for the analysis of the beams.
Ehab Ellobody
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Full Height Rectangular Opening Castellated Steel Beam with Diagonal Stiffener
Applied Mechanics and Materials, 2018The full height rectangular opening castellated steel beam failed in Vierendeel mechanism. This makes the flexural capacity of castellated steel beam is lower than the original IWF section. This paper discusses analysis and test result of a full height rectangular opening castellated steel beam with diagonal stiffener.
Muhamad A. Rusli +3 more
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Castellated steel beams under impact load
Journal of Constructional Steel Research, 2022Caisong Luo +6 more
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Behaviour of concrete-encased steel Castellated beam: A review
AIP Conference Proceedings, 2023Velrajkumar Gurusamy +2 more
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Shear buckling strengths of web-posts in a castellated steel beam with hexagonal web openings
Journal of Constructional Steel Research, 2016Peijun Wang +3 more
semanticscholar +3 more sources
Cost Optimization of Composite Floor Systems with Castellated Steel Beams
Practice Periodical on Structural Design and Construction, 2019N. M. Yossef, S. Taher
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Rotational capacity of castellated steel beams
The Structural Design of Tall and Special Buildings, 2012SUMMARYThis paper numerically studies the behavior of castellated beams with two simply supported ends under moment gradient loading and investigates the effect of beam and braced lengths on rotational capacity of castellated beams. To assure the ability of numerical models in predicting the complex behavior (especially at the location of opening) as ...
Amir Saedi Daryan +5 more
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Shear response of castellated steel beams
International Journal of Steel Structures, 2015Because of non-ductile nature of buckling mode of failure, web-post failure examination of castellated steel beams is considered a critical issue in designing. A detailed numerical study is performed on the shear response of castellated steel beams, susceptible to web-post buckling in this article. The accuracy of the previously proposed formulation is
Peyman Pourbehi, Akbar Pirmoz
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