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

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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Bibliographic Details
Main Authors: Alfredo Quiroga Flores, Rodolfo Giacomim Mendes de Andrade, Michèle Schubert Pfeil, Joaquim A. O. Barros, Ronaldo Carvalho Battista, Olga Maria Oliveira de Araújo, Ricardo Tadeu Lopes, Romildo Dias Toledo Filho
Format: Article
Language:English
Published: MDPI AG 2022-11-01
Series:Materials
Subjects:
shear behavior
steel fiber-reinforced concrete
box girder
fiber distribution
Online Access:https://www.mdpi.com/1996-1944/15/23/8286

Internet

https://www.mdpi.com/1996-1944/15/23/8286

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