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Salud, Ciencia y Tecnología Metaverse Basic and Applied Research Data & Metadata Interdisciplinary Rehabilitation Salud, Ciencia y Tecnología - Serie de Conferencias Community and Interculturality in Dialogue Seminars in Medical Writing and Education Health Leadership and Quality of Life Gamification and Augmented Reality Southern perspective / Perspectiva austral
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Original
Published: 2024-06-05
DOI: https://doi.org/10.56294/sctconf2024840

Effect of Concrete Slab on Built-up Double Web Castellated Steel Beam under Combined Flexural and Torsion Load

By
Farroq A .Abass ,
Farroq A .Abass

Civil Eng. Dept., University of Al-Qadisiyah, Ad Diwaniyah, Iraq

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Alaa M. Al-Khekany ,
Alaa M. Al-Khekany

Civil Eng. Dept., University of Al-Qadisiyah, Ad Diwaniyah, Iraq

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Abstract

The research examines the behavior and reactions of six double-web steel sections of non-composite and composite-reinforced concrete deck slabs and castellated steel beams. The composite beams with concrete slabs and non-composite steel beams with different levels of castellation were isolated from the specimens at 0%, 25%, and 50%. The ultimate strength, load at cracking, failure mechanism, load/deflection relationship at midspan, stiffness, and ductility were evaluated. The concrete slab increased the ultimate load by 61.1%, 63.3%, and 55.5% for castellation ratios of 0%, 25%, and 50%, respectively. The non-composite and composite castellated beams' shear strength decreased as the expansion ratio increased. The angle twist of non-composite samples was greater than that of composite samples due to their greater ductility and lower stiffness. The concrete slab also restricted the samples and reduced their rotation.

Keywords:

Castellated beam,
Built-up,
Double web,
Castellation ratio,
Concrete Slab,

How to Cite

1.
Abass FA, Al-Khekany AM. Effect of Concrete Slab on Built-up Double Web Castellated Steel Beam under Combined Flexural and Torsion Load. Salud, Ciencia y Tecnología - Serie de Conferencias [Internet]. 2024 Jun. 5 [cited 2024 Jul. 27];3:840. Available from: https://conferencias.saludcyt.ar/index.php/sctconf/article/view/840

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The article is distributed under the Creative Commons Attribution 4.0 License. Unless otherwise stated, associated published material is distributed under the same licence.

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Vol. 3 (2024)
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