# Shear capacity of steel fibre reinforced concrete beams

Shear capacity of steel fibre reinforced concrete beams

AuthorAbad, Belkis Filian (Universidad San Francisco de Quito)

Lantsoght, E.O.L. (TU Delft Concrete Structures; Universidad San Francisco de Quito)

Yang, Y. (TU Delft Concrete Structures)

Derkowski, Wit (editor)

Krajewski, Piotr (editor)

Gwozdziewicz, Piotr (editor)

Pantak, Marek (editor)

Hojdys, Lukasz (editor)

2019

AbstractThe Critical Shear Displacement Theory (CSDT) was developed to determine the shear capacity of reinforced concrete beams based on the different shear-carrying mechanisms (concrete in the compression zone, aggregate interlock, and dowel action). This research aims at extending the CSDT to Steel Fibre Reinforced Concrete (SFRC) by adding the contribution of steel fibres. The model extension was developed based on formulations for the contribution of steel fibres to the shear capacity from the literature. With this extension to the CSDT, the shear strength of steel fibre reinforced concrete beams without stirrups could be estimated. An extensive database is developed from the literature in order to evaluate, compare, and analyse the shear capacity of SFRC beams. The analysis indicates that two models are capable of predicting the shear strength of SFRC beams with reasonable accuracy. The mean, standard deviation, and coefficient of variation are 0.9, 0.28, 0.31 and 1.1, 0.33 and 0.30 respectively. The main geometric variables of the steel fibres that influenced the shear strength are the length, diameter, and fibre type (hooked, crimped, and straight). From the comparison between the results in the database and the proposed extensions to the CSDT it is found that the critical shear displacement of Δcr = 0.025 mm, gives reasonable results for SFRC. As such, this proposed method can be used to estimate the shear strength of SDRC based on a mechanical model.

SubjectBeam

Critical shear displacement

Database

Shear

Steel fibre reinforced concrete

http://resolver.tudelft.nl/uuid:3bfe96db-caf3-4c8f-b8f3-a809a2e8f920

PublisherFIB

ISBN9782940643004

Page numbers1710-1717

ISBN9782940643004

SourceProceedings of the FIB Symposium 2019: Concrete - Innovations in Materials, Design and Structures

Eventfib Symposium 2019: Concrete - Innovations in Materials, Design and Structures, 2019-05-27 → 2019-05-29, Krakow, Poland

Bibliographical noteAccepted Author Manuscript

Part of collectionInstitutional Repository

Document typeconference paper

Rights© 2019 Belkis Filian Abad, E.O.L. Lantsoght, Y. Yang