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Wind-induced loads pose significant challenges in structural design, impacting the safety and stability of structures. The study focuses on investigating the pressure coefficients for Reinforced Concrete (RCC) structures with varying geometric shapes. The primary objective of this study is to present pressure coefficients for RCC structures with different geometric shapes, specifically L-shape, C-shape, I-shape, and rectangular shapes with various cut sections. The study utilizes Computer-Aided Design (CAD) software to model the different shapes of buildings accurately. The pressure coefficients are then calculated using the IS 875 (Part 3)-1987 standard, a widely accepted method for such analyses. The comparison of these results with Finite Element Analysis (FEA) using ANSYS R16 software adds depth to the investigation. Software results were compared with the IS 875 (Part 3)-1987 and on the basis of that conclusions were drawn.

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Finite Element Analysis (FEA) of Reinforced Concrete (RC) Structure to Study Its Behavior Under Wind Loads for Different Geometric Shapes

  • 会议论文

  • 发表日期：

    2025年

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  • Shweta Khandagale,
  • Rashmi Jadhav,
  • Amar Patil,
  • Abhijeet Mane

摘要

Wind-induced loads pose significant challenges in structural design, impacting the safety and stability of structures. The study focuses on investigating the pressure coefficients for Reinforced Concrete (RCC) structures with varying geometric shapes. The primary objective of this study is to present pressure coefficients for RCC structures with different geometric shapes, specifically L-shape, C-shape, I-shape, and rectangular shapes with various cut sections. The study utilizes Computer-Aided Design (CAD) software to model the different shapes of buildings accurately. The pressure coefficients are then calculated using the IS 875 (Part 3)-1987 standard, a widely accepted method for such analyses. The comparison of these results with Finite Element Analysis (FEA) using ANSYS R16 software adds depth to the investigation. Software results were compared with the IS 875 (Part 3)-1987 and on the basis of that conclusions were drawn.