Integrated FEM, CFD, and BIM Approaches for Optimizing Pre-Stressed Concrete Wind Turbine Tower Design

Optimization Multi Objectives P.S Concrete Structures Horizontal Axis Wind Generators Ansys Finite Element Analysis.

Authors

  • Abdelrahman E. Abdelrheem
    aeissa@lakeheadu.ca
    1) Department of Civil Engineering, Lakehead University, Thunder-Bay, ON P7B 5E1, Canada. 2) Civil Engineering Department, Faculty of Engineering, Sphinx University, New Assiut City, Egypt. https://orcid.org/0009-0009-4018-2738
  • Arafa El-Helloty Department of Civil Engineering, Faculty of Engineering, Al-Azhar University, Cairo,, Egypt
  • Ahmed Ehab Civil Engineering Department, Badr University in Cairo (BUC), Badr City 11829,, Egypt

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Today, all over the world, people are looking for sustainable energy with modern systems for the coming generations. Wind energy plays a crucial role in supplying electricity to modern systems worldwide. Onshore turbines are necessary to ensure efficient and economical operation of taller wind towers, which can reach up to 100 m. However, building taller turbine towers faces many challenges, such as complex cross-sectional design, multiple stresses, and high construction costs due to different variables. To combat these challenges, this article proposes an optimization design aimed at enhancing the cost-effectiveness of the pre-stressed concrete wind turbine industry, making it accessible to the wind turbine market and design engineers. The main idea of the research is an integration of design criteria and cost conditions by creating a C# plugin to determine the optimal design with minimum cost as an add-in to a 3D software simulating program. This integration helps to calculate computational fluid dynamics (CFD) using the finite element method (FEM) and minimizes costs in building information modeling (BIM), which covers some gaps from the previous works. The study presents a methodology for designing concrete wind towers and facilitating data exchange between finite element software (Ansys) and BIM software by IFC files. The optimization problem in this article is a multi-objective problem, with an optimal design that minimizes costs by reducing the vibrational wear satisfied by suitable structural stiffness. Results showed an optimal design for the concrete wind tower, resulting in a 24% reduction in material costs for the same height compared to conventional alternatives.

 

Doi: 10.28991/CEJ-2025-011-02-08

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