Effect of headed stud spacing on flexural behavior of steel plate-UHPC composite beams: Experimental and numerical investigation

The steel plate-ultra-high performance concrete (UHPC) composite beam (SUCB) is developed to achieve a higher strength-to-weight ratio. This beam combines the tensile strength of steel plates with the compressive strength of UHPC. In this study, five SUCBs with different spacings of headed studs (16...

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Autores principales:	Fayuan Yang, Lei Tu, Junde Hu, Chengjun Tan, Pan Zou, Zhentao Hu, Huiren Qiu, Hua Zhao
Formato:	Artigo
Lenguaje:	Inglês
Publicado:	Elsevier 2025-07-01
Colección:	Case Studies in Construction Materials
Materias:	Ultra-high performance concrete (UHPC) Flexural performance Composite beam Headed stud spacing Deflection calculation
Acceso en línea:	http://www.sciencedirect.com/science/article/pii/S2214509525002013
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