A Novel BESO Methodology for Topology Optimization of Reinforced Concrete Structures: A Two-loop Approach
عنوان مقاله: A Novel BESO Methodology for Topology Optimization of Reinforced Concrete Structures: A Two-loop Approach
شناسه ملی مقاله: JR_JACM-9-2_016
منتشر شده در در سال 1402
شناسه ملی مقاله: JR_JACM-9-2_016
منتشر شده در در سال 1402
مشخصات نویسندگان مقاله:
Julian Borges - Graduate Program in Civil Engineering, Federal University of Rio Grande do Sul, Av. Osvaldo Aranha, ۹۹, ۳º Andar, ۹۰۰۳۵-۱۹۰, Porto Alegre, RS. Brazil
Rodrigo Amaral - Graduate Program in Mechanical Engineering, Federal University of Rio Grande do Sul, Av. Sarmento Leite, ۴۲۵, Sala ۲۰۲, ۲º Andar, ۹۰۰۵۰-۱۷۰, Porto Alegre, RS. Brazil
Liércio Isoldi - Graduate Program in Computational Modeling, Federal University of Rio Grande (FURG), School of Engineering, km ۸ Itália Avenue, Rio Grande, ۹۶۲۰۱-۹۰۰, Brazil
Walter Jesus Casas - Graduate Program in Mechanical Engineering, Federal University of Rio Grande do Sul, Av. Sarmento Leite, ۴۲۵, Sala ۲۰۲, ۲º Andar, ۹۰۰۵۰-۱۷۰, Porto Alegre, RS. Brazil
Herbert Martins Gomes - Graduate Program in Mechanical Engineering, Federal University of Rio Grande do Sul, Av. Sarmento Leite, ۴۲۵, Sala ۲۰۲, ۲º Andar, ۹۰۰۵۰-۱۷۰, Porto Alegre, RS. Brazil
خلاصه مقاله:
Julian Borges - Graduate Program in Civil Engineering, Federal University of Rio Grande do Sul, Av. Osvaldo Aranha, ۹۹, ۳º Andar, ۹۰۰۳۵-۱۹۰, Porto Alegre, RS. Brazil
Rodrigo Amaral - Graduate Program in Mechanical Engineering, Federal University of Rio Grande do Sul, Av. Sarmento Leite, ۴۲۵, Sala ۲۰۲, ۲º Andar, ۹۰۰۵۰-۱۷۰, Porto Alegre, RS. Brazil
Liércio Isoldi - Graduate Program in Computational Modeling, Federal University of Rio Grande (FURG), School of Engineering, km ۸ Itália Avenue, Rio Grande, ۹۶۲۰۱-۹۰۰, Brazil
Walter Jesus Casas - Graduate Program in Mechanical Engineering, Federal University of Rio Grande do Sul, Av. Sarmento Leite, ۴۲۵, Sala ۲۰۲, ۲º Andar, ۹۰۰۵۰-۱۷۰, Porto Alegre, RS. Brazil
Herbert Martins Gomes - Graduate Program in Mechanical Engineering, Federal University of Rio Grande do Sul, Av. Sarmento Leite, ۴۲۵, Sala ۲۰۲, ۲º Andar, ۹۰۰۵۰-۱۷۰, Porto Alegre, RS. Brazil
A new topology optimization methodology for reinforced concrete structures is proposed. The structures are optimized in two iterative loops, where different sensitivity criteria are used to determine the regions to be topologically optimized. For the first loop, the compliance criterion is used to determine the higher compliance elements and, consequently, remove the concrete from the computational domain. In the next loop, only failed concrete regions (Ottosen failure surface) are replaced by reinforcement, ensuring that complies with the von Mises criterion. In the end, the sizing of the reinforcements is obtained based on the principal forces in the steel regions. Results regarding the mechanical behavior, cost, volume, and mass of the optimized structures are presented in this study. A case study indicated that the proposed methodology can lead to volume, mass, and cost reductions of ۲۰%, ۲۱.۵%, and ۵۶%, respectively.
کلمات کلیدی: Topology Optimization, Reinforced concrete, BESO, Ottosen’s failure surface
صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/1599672/