E3S Web Conf.
Volume 157, 2020Key Trends in Transportation Innovation (KTTI-2019)
|Number of page(s)||6|
|Section||Energy Efficient Building Design|
|Published online||20 March 2020|
About the influence of fiber on the deformation of compressed flanges at 3.6 h′f, 4.8 h′f, 8 h′f overhangs of reinforced rubber concrete t-beams with reinforcement of 2.50%
Voronezh state technical university, 20-letia Оktyabrya 84, 394006, Voronezh, Russia
* Corresponding author: email@example.com
The aim of this study is to determine the effect of fiber reinforcement on deformations arising from the applied load in the compressed flanges of reinforced rubber concrete beams of a T-section.This article presents the results of testing prototypes of rubber concrete and fiber rubber concrete beams of a T-section, tested to a pure bending. The strain curves for compressed flanges (3.6h’f , 4.8h’f , 8h’f overhangs) of reinforced rubber concrete beams of T-section are obtained.
© The Authors, published by EDP Sciences, 2020
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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