Numerical Simulation of Stress-Strain State of Asphalt Concrete Pavement on the Carriageway of the South Bridge in Kiev
| Autor: | Sergey Aksenov, Arthur Onischenko, Vadim Nevynhlovskyy |
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| Rok vydání: | 2016 |
| Předmět: |
Engineering
020209 energy 0211 other engineering and technologies faithfulness of such numerical experiments 02 engineering and technology engineering calculating complex ANSYS Carriageway regression equation 021105 building & construction 0202 electrical engineering electronic engineering information engineering elasticity theory equations – Finite Element spreading the tension Engineering(all) Computer simulation Deformation (mechanics) business.industry Tension (physics) Numerical analysis Stress–strain curve General Medicine Structural engineering Finite element method dispersion equals Asphalt concrete pavement tension state orthotropic slab of bridge crossing business |
| Zdroj: | Procedia Engineering. 134:322-329 |
| ISSN: | 1877-7058 |
| DOI: | 10.1016/j.proeng.2016.01.014 |
| Popis: | Taking account of the fact that there is complex space load on the carriageway of the South highway stream crossing it is reasonable to use numerical method for determination of stain and tension pavement condition based on the solution of elasticity theory equations – Finite Element. The application of numerical modeling is determined by the fact that load patterns are becoming more complicated and require spacial concept in order to enhance the quality of overpass pavement design. Atypical example for deformation fields distribution in one of the bridge crossing sections under traffic load is provided. The analysis of the investigation results enables us to conclude that the minimum tension stress in the pavement will be at the pavement thickness 90 mm and stamp diameter 300 mm. under this condition the tension in the pavement will not exceed 3.7 MPa. |
| Databáze: | OpenAIRE |
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