The influence of fibre orientation in self-compacting concrete on 4-point bending strength

Heiko Herrmann; Oksana Goidyk; Hendrik Naar; Tanel Tuisk; Andres Braunbrück

doi:10.3176/proc.2019.3.12

Proceedings of the Estonian Academy of Sciences (Aug 2019)

The influence of fibre orientation in self-compacting concrete on 4-point bending strength

Heiko Herrmann,
Oksana Goidyk,
Hendrik Naar,
Tanel Tuisk,
Andres Braunbrück

Affiliations

Heiko Herrmann: Department of Cybernetics, Tallinn University of Technology, Akadeemia tee 21, 12618 Tallinn, Estonia; Corresponding author, [email protected]
Oksana Goidyk: Department of Cybernetics, Tallinn University of Technology, Akadeemia tee 21, 12618 Tallinn, Estonia
Hendrik Naar: Department of Civil Engineering and Architecture, Tallinn University of Technology, Ehitajate tee 5, 19086 Tallinn, Estonia
Tanel Tuisk: Department of Civil Engineering and Architecture, Tallinn University of Technology, Ehitajate tee 5, 19086 Tallinn, Estonia
Andres Braunbrück: Department of Cybernetics, Tallinn University of Technology, Akadeemia tee 21, 12618 Tallinn, Estonia

DOI: https://doi.org/10.3176/proc.2019.3.12
Journal volume & issue: Vol. 68, no. 3
pp. 337 – 346

Abstract

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This contribution presents the performed experiments and experimental setup in detail for future reference and the results of bending tests performed on steel fibre concrete beam specimen, which have been cut out of a larger plate. These beams have different fibre orientation distributions, due to being taken from different parts of the plate and with different orientation with respect to the flow of the fresh concrete.

Published in Proceedings of the Estonian Academy of Sciences

ISSN: 1736-6046 (Print); 1736-7530 (Online)
Publisher: Estonian Academy Publishers
Country of publisher: Estonia
LCC subjects: Science
Website: https://eap.ee/proceedings/

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