JOURNAL OF FACULTY OF CIVIL ENGINEERING 26, 2014.y., pp. 99-118
CALCULATION AND DESIGN OF STEEL BEARING STRUCTURE FOR WIND TURBINE | |
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| DOI: 10.14415/zbornikGFS26.11 |
| UDC: 624.042.41/.046 |
| CC-BY-SA 4.0 license |
| Author : Bešević, Miroslav; Tešanović, Aniko; Kukaras, Danijel; Landović, Aleksandar |
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| | Summary: |
| | Wind represents directed movement of the air and is caused by differences in atmospheric pressure which are caused by uneven heating of air masses. Global and local winds can be distinguished. Global winds have high altitude, while local winds occur in the ground layer of the atmosphere. Given that the global wings have high altitude they cannot be used as propellant for wind generators, but they should be known for their effects on the winds in the lower atmosphere. Modern wind turbines are made with a horizontal axle that has a system for the swiveling axis in the horizontal plane for tracking wind direction changes. They can have different number of blades, but for larger forces three blades are commonly used because they provide the greatest efficiency. Rotor diameter of these turbines depends on the strength and it ranges from 30 m for the power of 300 kW to 115 m for the power of 5 MW. Wind turbines are mounted on vertical steel tower which can be high even more than 100 m. Depending on the diameter of the turbine rotor, column is usually built as steel conical and less often as a steel-frame. This study includes analysis and design of steel tower for wind generator made by manufacturer Vestas, type V112 3MW HH 119 (power 3.2 MW) for the construction of wind farm “Kovačica”. |
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| | Keywords: |
| | Wind turbines, loads, wind effects, calculation, design, codes. |
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