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Experimental and Numerical Study on the Shear Performance of Short Stud Shear Connectors in Steel–UHPC Composite Beams

Steel–ultra-high-performance concrete (UHPC) composite beams offer numerous advantages, such as structural self-weight reduction, bending stiffness improvement, and tensile cracking limitation in slabs. However, few studies have focused on the shear performance of short stud shear connectors in stee...

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Main Authors: Zhen Fang, Shu Fang, Feng Liu
Formato: Artigo
Idioma:Inglês
Publicado em: MDPI AG 2022-03-01
Colecção:Buildings
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Acesso em linha:https://www.mdpi.com/2075-5309/12/4/418
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