OPTIMUM DESIGN OF CONCRETE POLES USING HEAT TRANSFER ALGORITHM


Erdal F.

International Conference on Civil, Structural and Construction Engineering (ICCSACE-24), Praha, Çek Cumhuriyeti, 3 - 04 Eylül 2024, ss.1-6, (Tam Metin Bildiri)

  • Yayın Türü: Bildiri / Tam Metin Bildiri
  • Basıldığı Şehir: Praha
  • Basıldığı Ülke: Çek Cumhuriyeti
  • Sayfa Sayıları: ss.1-6
  • Akdeniz Üniversitesi Adresli: Evet

Özet

Combining the benefits of a protective environment can improve production efficiency and return on capital investment. This combination also helps producers satisfy market demands. The way to achieve this is to create innovative, durable, and economical greenhouse systems that increase yield. This is done by considering parameters such as market prices, climatic conditions, and production difficulties. Prestressed reinforced concrete poles; In greenhouses have been started to be used as an alternative to steel constructions to meet the wind load, as well as to carry the fruit and vegetables, the net that is the top cover, and the loads that will occur due to precipitation Due to the prestressed, high carbon, and steel braided inner cores in their cross-sections, these poles outperform reinforced concrete columns in terms of tensile and bending strength. The heat transfer method is an optimum design algorithm for the optimum design process of concrete poles, in which the design variables are chosen to achieve the minimum objective function value within the design limitations. In the proposed project, this new generation optimization technique will be used to find the optimal dimensioning of the prestressed concrete poles to be used in the greenhouse and cover carrier systems under design variables and restrictions. As a basis for prestressed reinforced concrete pillars, EN 13031-1 (Greenhouses - Design and Construction) and EN1992-1-1 (Eurocode 2: Design of Concrete Structures) specifications will be considered.