Relation between Shear Stresses and Flexural Tensile Stresses from Standardized Tests of Extracted Prismatic Specimens of an SFRC Bridge Girder

Experimental research on the direct shear behavior of fiber-reinforced concrete is often carried out using prisms molded with specific dimensions for a standardized test. However, the flow of fresh concrete in these molds can be different than in the case of a full-scale structural element. This is...

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Detalles Bibliográficos
Autores principales: Quiroga Flores, Alfredo, Mendes de Andrade, Rodolfo Giacomim, Pfeil, Michèle Schubert, Barros, Joaquim A. O., Battista, Ronaldo Carvalho, Oliveira de Araújo, Olga Maria, Tadeu Lopes, Ricardo, Toledo Filho, Romildo Dias
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2022
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9740130/
https://www.ncbi.nlm.nih.gov/pubmed/36499782
http://dx.doi.org/10.3390/ma15238286

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9740130/
https://www.ncbi.nlm.nih.gov/pubmed/36499782
http://dx.doi.org/10.3390/ma15238286

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