Use of Composite Reinforcement in Fiber-Foam Concrete Production

DOI

10.2991/isees-19.2019.51How to use a DOI?

Keywords

fibro-foam concrete; reinforcement; dispersed reinforcement; composite reinforcement; adhesion; porosity; tensile strength in bending.

Abstract

The increase in strength requirements for wall materials for stretching and bending while maintaining or reducing their average density scientifically justified. The research shows that the technology of autoclaved gas silicate currently does not allow achieving the required level of properties. Therefore, the construction industry practically does not produce large-sized products. Fibro-foam concrete is a modern energy-saving building material. It has a universal set of positive operational properties. The possibility of its use in bending elements of building structures is scientifically substantiated and experimentally confirmed. Taking into account modern advances of the development of production technologies of composite materials, the authors propose to consider the possibility of using new types of rod reinforcement in flexible building structures of limited bearing capacity. The results of the experimental evaluation of the adhesion strength of fibro-foam concrete with rod reinforcement (metal and composite) are given. The positive effect of composite rod reinforcement on the magnitude of its adhesion with fibro-foam is established.

Copyright

© 2019, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - V.N. Morgun
AU  - L.V. Morgun
AU  - A.V. Visnap
AU  - D.A. Votrin
AU  - A.Yu. Bogatina
PY  - 2019/08
DA  - 2019/08
TI  - Use of Composite Reinforcement in Fiber-Foam Concrete Production
BT  - Proceedings of the International Symposium "Engineering and Earth Sciences: Applied and Fundamental Research" dedicated to the 85th anniversary of H.I. Ibragimov (ISEES 2019)
PB  - Atlantis Press
SP  - 562
EP  - 565
SN  - 2590-3217
UR  - https://doi.org/10.2991/isees-19.2019.51
DO  - 10.2991/isees-19.2019.51
ID  - Morgun2019/08
ER  -