Upwind 2MW Horizontal Axis Wind Turbine Tower Design and Analysis

Gizachew Dereje Tsega; Belete Sirahbizu Yigezu

doi:doi:10.11648/j.acis.20190705.11

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Upwind 2MW Horizontal Axis Wind Turbine Tower Design and Analysis

Gizachew Dereje Tsega, Belete Sirahbizu Yigezu

Published in Automation, Control and Intelligent Systems (Volume 7, Issue 5)

Received: 6 June 2019 Accepted: 12 August 2019 Published: 30 January 2020

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Abstract

Wind energy is one of the quickest growing renewable energies in the world due to era of wind energy is smooth and non-polluting; it does now not produce any byproducts dangerous to the environment. Large scale machines are in particular nicely appropriate for wind energy. The fee of foundations doesn’t upward push in share to the dimensions of the device, and protection costs are largely impartial of the size of the system. In areas where it is difficult to find sites for more than a single turbine, a large turbine with a tall tower uses the existing wind resource more efficiently. Different subcomponents are designed depend on the purpose of the turbines among these the tower of a wind turbine helps the nacelle and the rotor and affords the necessary elevation of the rotor to hold it clear off the floor and produce it as much as the level where the wind sources are. The towers for large wind turbines are typically made from steel; however concrete towers are every so often used. The tower is normally connected to its helping basis by using a bolted flange connection or a weld. The tower constitutes a low-generation aspect whose layout is easy to optimize, and which therefore for the duration of the layout manner lends itself easily as an item for possible fee discount. This may additionally are available in useful because the fee of a tower typically establishment a sizeable a part of the entire fee of a wind turbine. The design and analysis of the tower focused on large wind turbines. It examines the result of loading on the tower, the optimum tower height and the verification of safety against bending and buckling. The buckling of 2 MW horizontal axis wind turbine tower tube with tower base diameter of 3.9m, top tower diameter of 2m and length of 80m is studied by theoretical analysis and numerical simulation by using ANSYS and MATLAB software. Based on this study the results are calculated based on theoretical and FEM method and their error is shown, buckling modes and vibrational analysis are done, shear and bending diagrams are shown, extreme loading conditions are also shown.

Published in	Automation, Control and Intelligent Systems (Volume 7, Issue 5)
DOI	10.11648/j.acis.20190705.11
Page(s)	111-131
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Renewable Energy, Wind Energy, Horizontal-Axis Wind Turbine, Aerodynamics, Tubular Tower

References

[1]	David A. Spera, Wind Turbine Technology Fundamental Concepts in Wind Turbine Engineering, Second Edition 2009, ASME Press (American Society of Mechanical Engineers).
[2]	James F. Manwell, Jon G. McGowan, Anthony L. Rogers Wind energy explained theory, design and application 2002, Wiley.
[3]	Hansen, A. C. Butterfield, C. P., Aerodynamics of Horizontal Axis Wind Turbines, Annual Review of Fluid Mechanics, 1993, Vol. 25.
[4]	Le Gourieres, D., Wind Power Plants, Theory and Design, 1982, Pergamon Press.
[5]	Durand, W. F., Aerodynamic Theory, Volume 2, 1963 Dover Publications.
[6]	Glauert, H., The Elements of Airfoil and Airscrew Theory, 1983 Cambridge Univ. Press.
[7]	Timmer, W. A., van Rooy, R. P. J. O. M., “Thick Airfoils for HAWTs”, Journal of Wind Engineering and Industrial Aerodynamics, Vol. 39, 1992.
[8]	Barlas, T.; Lackner, M. The Application of Smart Structures for Large Wind Turbine Rotor Blades. In Proceedings of the Iea Topical Expert Meeting; Delft University of Technology: Delft, The Netherlands, 2006.
[9]	Ahlstrom, A. Emergency stop simulation using a finite element model developed for large blade deflections. Wind Energy 2006.
[10]	Chandrala M., Choubey A. Gupta B., 2012. Aerodynamic analysis of horizontal axis wind turbine blade. Journal of Engineering Research and Application 2.
[11]	Benini E., Toffolo A., 2005. Optimal design of horizontal-axis wind turbines using blade-element theory and evolutionary computation. Journal of Solar Energy Engineering.
[12]	Adama I Wind farm Project Summary Report 2011.
[13]	Case_study-ASHEGODA-WIND-FARM-rev-1.
[14]	Ethiopia Wind Resource Poster Landscape WBESMAP Apr 2016_2.
[15]	Ethiopian Electric Power Corporation (EEPCo). Strategic management and programming. Facts in brief; 2011.
[16]	Wei Tong, wind power generation and wind turbine design, 2010 WIT press.

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APA Style

Gizachew Dereje Tsega, Belete Sirahbizu Yigezu. (2020). Upwind 2MW Horizontal Axis Wind Turbine Tower Design and Analysis. Automation, Control and Intelligent Systems, 7(5), 111-131. https://doi.org/10.11648/j.acis.20190705.11

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ACS Style

Gizachew Dereje Tsega; Belete Sirahbizu Yigezu. Upwind 2MW Horizontal Axis Wind Turbine Tower Design and Analysis. Autom. Control Intell. Syst. 2020, 7(5), 111-131. doi: 10.11648/j.acis.20190705.11

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AMA Style

Gizachew Dereje Tsega, Belete Sirahbizu Yigezu. Upwind 2MW Horizontal Axis Wind Turbine Tower Design and Analysis. Autom Control Intell Syst. 2020;7(5):111-131. doi: 10.11648/j.acis.20190705.11

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@article{10.11648/j.acis.20190705.11,
  author = {Gizachew Dereje Tsega and Belete Sirahbizu Yigezu},
  title = {Upwind 2MW Horizontal Axis Wind Turbine Tower Design and Analysis},
  journal = {Automation, Control and Intelligent Systems},
  volume = {7},
  number = {5},
  pages = {111-131},
  doi = {10.11648/j.acis.20190705.11},
  url = {https://doi.org/10.11648/j.acis.20190705.11},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.acis.20190705.11},
  abstract = {Wind energy is one of the quickest growing renewable energies in the world due to era of wind energy is smooth and non-polluting; it does now not produce any byproducts dangerous to the environment. Large scale machines are in particular nicely appropriate for wind energy. The fee of foundations doesn’t upward push in share to the dimensions of the device, and protection costs are largely impartial of the size of the system. In areas where it is difficult to find sites for more than a single turbine, a large turbine with a tall tower uses the existing wind resource more efficiently. Different subcomponents are designed depend on the purpose of the turbines among these the tower of a wind turbine helps the nacelle and the rotor and affords the necessary elevation of the rotor to hold it clear off the floor and produce it as much as the level where the wind sources are. The towers for large wind turbines are typically made from steel; however concrete towers are every so often used. The tower is normally connected to its helping basis by using a bolted flange connection or a weld. The tower constitutes a low-generation aspect whose layout is easy to optimize, and which therefore for the duration of the layout manner lends itself easily as an item for possible fee discount. This may additionally are available in useful because the fee of a tower typically establishment a sizeable a part of the entire fee of a wind turbine. The design and analysis of the tower focused on large wind turbines. It examines the result of loading on the tower, the optimum tower height and the verification of safety against bending and buckling. The buckling of 2 MW horizontal axis wind turbine tower tube with tower base diameter of 3.9m, top tower diameter of 2m and length of 80m is studied by theoretical analysis and numerical simulation by using ANSYS and MATLAB software. Based on this study the results are calculated based on theoretical and FEM method and their error is shown, buckling modes and vibrational analysis are done, shear and bending diagrams are shown, extreme loading conditions are also shown.},
 year = {2020}
}

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TY  - JOUR
T1  - Upwind 2MW Horizontal Axis Wind Turbine Tower Design and Analysis
AU  - Gizachew Dereje Tsega
AU  - Belete Sirahbizu Yigezu
Y1  - 2020/01/30
PY  - 2020
N1  - https://doi.org/10.11648/j.acis.20190705.11
DO  - 10.11648/j.acis.20190705.11
T2  - Automation, Control and Intelligent Systems
JF  - Automation, Control and Intelligent Systems
JO  - Automation, Control and Intelligent Systems
SP  - 111
EP  - 131
PB  - Science Publishing Group
SN  - 2328-5591
UR  - https://doi.org/10.11648/j.acis.20190705.11
AB  - Wind energy is one of the quickest growing renewable energies in the world due to era of wind energy is smooth and non-polluting; it does now not produce any byproducts dangerous to the environment. Large scale machines are in particular nicely appropriate for wind energy. The fee of foundations doesn’t upward push in share to the dimensions of the device, and protection costs are largely impartial of the size of the system. In areas where it is difficult to find sites for more than a single turbine, a large turbine with a tall tower uses the existing wind resource more efficiently. Different subcomponents are designed depend on the purpose of the turbines among these the tower of a wind turbine helps the nacelle and the rotor and affords the necessary elevation of the rotor to hold it clear off the floor and produce it as much as the level where the wind sources are. The towers for large wind turbines are typically made from steel; however concrete towers are every so often used. The tower is normally connected to its helping basis by using a bolted flange connection or a weld. The tower constitutes a low-generation aspect whose layout is easy to optimize, and which therefore for the duration of the layout manner lends itself easily as an item for possible fee discount. This may additionally are available in useful because the fee of a tower typically establishment a sizeable a part of the entire fee of a wind turbine. The design and analysis of the tower focused on large wind turbines. It examines the result of loading on the tower, the optimum tower height and the verification of safety against bending and buckling. The buckling of 2 MW horizontal axis wind turbine tower tube with tower base diameter of 3.9m, top tower diameter of 2m and length of 80m is studied by theoretical analysis and numerical simulation by using ANSYS and MATLAB software. Based on this study the results are calculated based on theoretical and FEM method and their error is shown, buckling modes and vibrational analysis are done, shear and bending diagrams are shown, extreme loading conditions are also shown.
VL  - 7
IS  - 5
ER  -

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Author Information

Gizachew Dereje Tsega

Mechanical Engineering, University of Gondar Institute of Technology School of Mechanical Engineering, Gondar, Ethiopia
Belete Sirahbizu Yigezu

Mechanical Engineering, College of Electrical and Mechanical Engineering University-Industry Linkage Directorate Director, Addis Ababa Science and Technology University, Addis Ababa, Ethiopia

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APA Style

Gizachew Dereje Tsega, Belete Sirahbizu Yigezu. (2020). Upwind 2MW Horizontal Axis Wind Turbine Tower Design and Analysis. Automation, Control and Intelligent Systems, 7(5), 111-131. https://doi.org/10.11648/j.acis.20190705.11

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ACS Style

Gizachew Dereje Tsega; Belete Sirahbizu Yigezu. Upwind 2MW Horizontal Axis Wind Turbine Tower Design and Analysis. Autom. Control Intell. Syst. 2020, 7(5), 111-131. doi: 10.11648/j.acis.20190705.11

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AMA Style

Gizachew Dereje Tsega, Belete Sirahbizu Yigezu. Upwind 2MW Horizontal Axis Wind Turbine Tower Design and Analysis. Autom Control Intell Syst. 2020;7(5):111-131. doi: 10.11648/j.acis.20190705.11

Copy | Download

@article{10.11648/j.acis.20190705.11,
  author = {Gizachew Dereje Tsega and Belete Sirahbizu Yigezu},
  title = {Upwind 2MW Horizontal Axis Wind Turbine Tower Design and Analysis},
  journal = {Automation, Control and Intelligent Systems},
  volume = {7},
  number = {5},
  pages = {111-131},
  doi = {10.11648/j.acis.20190705.11},
  url = {https://doi.org/10.11648/j.acis.20190705.11},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.acis.20190705.11},
  abstract = {Wind energy is one of the quickest growing renewable energies in the world due to era of wind energy is smooth and non-polluting; it does now not produce any byproducts dangerous to the environment. Large scale machines are in particular nicely appropriate for wind energy. The fee of foundations doesn’t upward push in share to the dimensions of the device, and protection costs are largely impartial of the size of the system. In areas where it is difficult to find sites for more than a single turbine, a large turbine with a tall tower uses the existing wind resource more efficiently. Different subcomponents are designed depend on the purpose of the turbines among these the tower of a wind turbine helps the nacelle and the rotor and affords the necessary elevation of the rotor to hold it clear off the floor and produce it as much as the level where the wind sources are. The towers for large wind turbines are typically made from steel; however concrete towers are every so often used. The tower is normally connected to its helping basis by using a bolted flange connection or a weld. The tower constitutes a low-generation aspect whose layout is easy to optimize, and which therefore for the duration of the layout manner lends itself easily as an item for possible fee discount. This may additionally are available in useful because the fee of a tower typically establishment a sizeable a part of the entire fee of a wind turbine. The design and analysis of the tower focused on large wind turbines. It examines the result of loading on the tower, the optimum tower height and the verification of safety against bending and buckling. The buckling of 2 MW horizontal axis wind turbine tower tube with tower base diameter of 3.9m, top tower diameter of 2m and length of 80m is studied by theoretical analysis and numerical simulation by using ANSYS and MATLAB software. Based on this study the results are calculated based on theoretical and FEM method and their error is shown, buckling modes and vibrational analysis are done, shear and bending diagrams are shown, extreme loading conditions are also shown.},
 year = {2020}
}

Copy | Download

TY  - JOUR
T1  - Upwind 2MW Horizontal Axis Wind Turbine Tower Design and Analysis
AU  - Gizachew Dereje Tsega
AU  - Belete Sirahbizu Yigezu
Y1  - 2020/01/30
PY  - 2020
N1  - https://doi.org/10.11648/j.acis.20190705.11
DO  - 10.11648/j.acis.20190705.11
T2  - Automation, Control and Intelligent Systems
JF  - Automation, Control and Intelligent Systems
JO  - Automation, Control and Intelligent Systems
SP  - 111
EP  - 131
PB  - Science Publishing Group
SN  - 2328-5591
UR  - https://doi.org/10.11648/j.acis.20190705.11
AB  - Wind energy is one of the quickest growing renewable energies in the world due to era of wind energy is smooth and non-polluting; it does now not produce any byproducts dangerous to the environment. Large scale machines are in particular nicely appropriate for wind energy. The fee of foundations doesn’t upward push in share to the dimensions of the device, and protection costs are largely impartial of the size of the system. In areas where it is difficult to find sites for more than a single turbine, a large turbine with a tall tower uses the existing wind resource more efficiently. Different subcomponents are designed depend on the purpose of the turbines among these the tower of a wind turbine helps the nacelle and the rotor and affords the necessary elevation of the rotor to hold it clear off the floor and produce it as much as the level where the wind sources are. The towers for large wind turbines are typically made from steel; however concrete towers are every so often used. The tower is normally connected to its helping basis by using a bolted flange connection or a weld. The tower constitutes a low-generation aspect whose layout is easy to optimize, and which therefore for the duration of the layout manner lends itself easily as an item for possible fee discount. This may additionally are available in useful because the fee of a tower typically establishment a sizeable a part of the entire fee of a wind turbine. The design and analysis of the tower focused on large wind turbines. It examines the result of loading on the tower, the optimum tower height and the verification of safety against bending and buckling. The buckling of 2 MW horizontal axis wind turbine tower tube with tower base diameter of 3.9m, top tower diameter of 2m and length of 80m is studied by theoretical analysis and numerical simulation by using ANSYS and MATLAB software. Based on this study the results are calculated based on theoretical and FEM method and their error is shown, buckling modes and vibrational analysis are done, shear and bending diagrams are shown, extreme loading conditions are also shown.
VL  - 7
IS  - 5
ER  -

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