Abstract
Wind energy is a clean and renewable energy for which technology has developed rapidly in recent years. Wind turbines are commonly supported on tubular steel towers. As the turbine size is growing and the towers are rising in height, steel towers are required to be sufficiently strong and stiff, consequently leading to high construction costs. To tackle this problem, a new type of prestressed concrete tower was designed employing a novel tower concept having a regular octagon cross section with interior ribs on each side, which was optimized by comparing the natural frequency and stress difference under the same lateral load in different directions of the tower. The designed tower features a tapered profile that reduces the area subjected to wind; the tapered profile reduces the total weight, applied moment and the capital cost. An optimization method was developed employing ABAQUS software and a genetic algorithm. A target function was defined on the basis of the minimum cost of the concrete and prestressed tendon used, and constraints were applied by accounting for the stress, displacements and natural frequency of the tower. Employing the method, a 100 m prestressed concrete tower system for a 5 MW turbine was optimized and designed under wind and earthquake loads. The paper also reports a systematic design procedure incorporating the finite element method and the optimization method for the prestressed concrete wind-turbine towers.
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References
Jammes, François-Xavier. Design of Wind Turbines with Ultra-High Performance Concrete. Dissertation of Masteral Degree. Cambridge: Massachusetts Institute of Technology, 2009
Grant M. Schmitz. Design and Experimental Validation of 328 ft (100 m) Tall Wind Turbine Towers Utilizing High Strength and Ultra-high Performance Concrete. Dissertation of Masteral Degree. Ames: Iowa State University, 2013
Quilligan A, O’Connor A, Pakrashi V. Fragility analysis of steel and concrete wind turbine towers. Eng Struct, 2012, 36: 270–282
Silva M A, Arora J S, Reyolando B. Formulations for the optimal design of RC wind turbine towers. In: Engineering Optimization, International Conference on Engineering Optimization, Rio Janeiro, 2008. 1–5
Jairo A P, Alex H B, Sergio O. A compression-tension concrete damage damage model, applied to a wind turbine reinforced concrete tower. Eng Struct, 2011, 33: 3559–3569
Eize V D. Concrete-steel hybrid tower from ATS. Renewable Energy World, 2009, 5: 109–112
Lanier M W. Evaluation of design and construction approaches for economical Hybrid steel/concrete wind turbine towers. Technical Report. Golden: National Renewable Energy Laboratory, 2005
Malcolm D J, Hansen A C. WindPACT Turbine Rotor Design Study. Springfield: National Renewable Energy Laboratory, 2002
Tricklebank A H, Halberstadt P H. Concrete Towers for onshore and offshore wind Farms Technical Report. Camberley: The concrete Center, 2007
Jorge J. Concrete towers for multi-megawatt turbines. Wind Syst, 2012, 2: 1–6
Ibrahim L. Prestressed Concrete Wind Turbine Supporting System. Dissertation of Masteral Degree. Lincoln: University of Nebraska, 2012
Shen Q M, Deng H P. Methods of design for allow stress and probability limitation in the structure design (in Chinese). J Chong Qing Jiaotong Univ, 1985, 2: 12–17
ABAQUS Theory Manual-Version 6.5 Edition. Providence: Hibbit and Karlson and Sorensen Inc, 2005
IEC61400-1. Wind Turbines—Part 1: Design requirements. Ed.3. Geneva: International Electro Technical Commission, 2005. 8
DNV-OS-J101. Design of offshore wind turbine structures. Olso: Det Norske Veritas, 2013. 1
Load Code for the Design of Building Structures GB 50009-2012(in Chinese). Beijing: China Architecture & Building Press, 2012.10
Code for Design of High-Rising Structures GB 50135-2006(in Chinese). Beijing: China Planning Press, 2006.12
Code for design of Concrete Structures GB 50010-2010(in Chinese). Beijing: China Architecture & Building Press, 2010. 7
John C N. Design of Wind Turbine Tower and Foundation System: Optimization Approach. Dissertation of Masteral Degree. Ames: University of Iowa, 2011
Eurocode 2: Design of concrete structures-Part 1. General Rules and rules for buildings. English version ed. Brussels: European Committee for standardization, 2004. 10
Code for Seismic Design of Buildings GB 50011-2010(in Chinese). Beijing: China Architecture &Building Press, 2010. 12
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Ma, H., Meng, R. Optimization design of prestressed concrete wind-turbine tower. Sci. China Technol. Sci. 57, 414–422 (2014). https://doi.org/10.1007/s11431-013-5442-8
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DOI: https://doi.org/10.1007/s11431-013-5442-8