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Endurance of the wooden bridge reinforced by the dowel plates Cover

Endurance of the wooden bridge reinforced by the dowel plates

Open Access
|Oct 2018

Figures & Tables

Figure 1

a. Wooden bridge in Kenozero National Park, Russia (Alexey Kudenko/RIA Novosti). b. Wooden bridge (160 m), designed with glulam beams in the Crie de Mistissini, Canada.

Figure 2

Dependence of the coefficient of endurance on the coefficient of the asymmetry of the loading cycle.

Figure 3

Dependence of the endurance coefficient corresponding to the number of loading cycles of N = 2 million depending on the coefficient of the asymmetry of the loading cycle.

Values of fatigue characteristics of wood (Ry)_

Image of the stressful element stateSpecial symbols usedValue of the calculated resistance fatigue for first-grade wood, MPa
Bending along the fibresRу12.00
Compression along fibresRусо12.00

Comparison of the experimental and calculated values of the endurance factor_

No.Determination methodEndurance factor at
ρ = 0.20ρ = 0.25
1Experimental0.4590.470
2Calculated0.4510.475
3Error, %-1.77+1.05
DOI: https://doi.org/10.2478/sgem-2018-0023 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365
Language: English
Page range: 202 - 207
Submitted on: Jun 1, 2018
Accepted on: Sep 3, 2018
Published on: Oct 20, 2018
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2018 Lamri Dahoua, Fakhridine Boymatov, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.