| Issue |
MATEC Web Conf.
Volume 196, 2018
XXVII R-S-P Seminar, Theoretical Foundation of Civil Engineering (27RSP) (TFoCE 2018)
|
|
|---|---|---|
| Article Number | 01015 | |
| Number of page(s) | 5 | |
| Section | Structural Mechanics | |
| DOI | https://doi.org/10.1051/matecconf/201819601015 | |
| Published online | 03 September 2018 | |
Computer modeling of glued laminated timber beam reinforced with steel bars fixed with epoxy resin
1
Moscow State University of Civil Engineering,
Yaroslavskoye Shosse, 26,
Moscow,
129337,
Russia
2
Russian University of Transport» (RUT - MIIT),
127994,
Moscow,
9b9 Obrazcova Street
*
Corresponding author: nsb_sapr@mail.ru
Structures of glued laminated timber have many technical and economic benefits compared to metal or reinforced concrete: lower weight, sufficient strength and durability. Competent design of such structures requires numerical analysis that best meets specified conditions. This article describes a 3D analysis of a beam composed of glued laminated timber, reinforcement bars and epoxy resin. When determining the stress-strain state of the structure, anisotropic properties of wood were also taken into account. Computer analysis of material behavior of timber, reinforcement bars and epoxy resin was performed with the help of ANSYS software package.
© The Authors, published by EDP Sciences, 2018
This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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