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

Proceedings of the Estonian Academy of Sciences

卷:68

Oksana Goidyk¹  Andres Braunbrück²  Tanel Tuisk²  Heiko Herrmann³  Hendrik Naar³ 

[1] Corresponding author, [e-mail];

[2] Department of Civil Engineering and Architecture, Tallinn University of Technology, Ehitajate tee 5, 19086 Tallinn, Estonia;

[3] Department of Cybernetics, Tallinn University of Technology, Akadeemia tee 21, 12618 Tallinn, Estonia;

关键词: mechanics;    fibre orientation;    bending test;    fibre concrete;    strength analysis.;   

DOI  :  10.3176/proc.2019.3.12

来源: DOAJ

【 摘 要 】

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.

【 授权许可】

Unknown