Theoretical and Experimental Investigation on the Flexural Behaviour of Prestressed NC-UHPC Composite Beams

To investigate the normal section strength and cracking bending moment of normal concrete–ultra-high-performance concrete (NC-UHPC) composite beams, calculation formulas were established considering the tensile strength of UHPC based on the current railway bridge design code. Using the railway T-bea...

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Detalles Bibliográficos
Autores principales: Lin, Pengzhen, Yan, Weiyi, Zhao, Hongwei, Ma, Junjun
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2023
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9863072/
https://www.ncbi.nlm.nih.gov/pubmed/36676616
http://dx.doi.org/10.3390/ma16020879

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9863072/
https://www.ncbi.nlm.nih.gov/pubmed/36676616
http://dx.doi.org/10.3390/ma16020879

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