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Experimental Study on the Behavior of Steel–Concrete Composite Decks with Different Shear Span-to-Depth Ratios

This paper presents the results of an experimental study on the mechanical behaviors of steel‒concrete composite decks with different shear span-to-depth ratios. Herein, four composite decks categorized into two types with shear span-to-depth ratios of 2.5 and 4.6 are designed for an experimental pr...

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Principais autores: Sayan Sirimontree, Chanachai Thongchom, Suraparb Keawsawasvong, Peem Nuaklong, Pitcha Jongvivatsakul, Warayut Dokduea, Linh Van Hong Bui, Ehsan Noroozinejad Farsangi
Formato: Artigo
Idioma:Inglês
Publicado em: MDPI AG 2021-12-01
coleção:Buildings
Assuntos:
steel‒concrete composite deck
composite structure
reinforced concrete
flexural behavior
Acesso em linha:https://www.mdpi.com/2075-5309/11/12/624
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