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Polar Coordinates in Airy Stress Functions

Apr 24, 2025

Two Dimensional Polar Coordinate System in Airy Stress Functions

Authors:

  • S. Senthil (Assistant Professor, Vel Tech Multi Tech Dr. Rangarajan Dr. Sagunthala Engineering College, Avadi, Chennai, Tamil Nadu, India)
  • P. Sekar (Associate Professor, C. Kandaswamy Naidu for Men College, Anna Nagar, Chennai, Tamil Nadu, India)

Abstract:

  • The paper deals with solving 2-dimensional Airy stress function problems using polar coordinates.
  • Equilibrium equations, Airy stress functions, and stress compatibility are expressed in polar coordinates.

Keywords:

  • Transformation between Cartesian and Polar Coordinates
  • Airy Stress Function
  • Symmetric Stress Field
  • Circular Hole in Shear Stress

Introduction:

  • Introduces a method for solving 2D boundary value problems in polar coordinates.
  • Applications include rings, disks, and curved bars.
  • Polar coordinates offer advantages in solving Airy stress functions.

Transforming Cartesian to Polar Coordinates:

  • Transformation equations:
    • x = r cos θ
    • y = r sin θ
    • r² = x² + y²

Airy Stress Function for Polar Coordinates:

  • Applied to plane elasticity problems.
  • Stress transformation equations include:
    • σ_rr, σ_θθ, and σ_rθ in terms of Airy stress functions.

Equations in Polar Coordinates:

  • Airy stress function expressed in polar coordinates (r, θ).
  • Includes the biharmonic equation for stress analysis.

Stress Field Symmetry:

  • Discussion of stress fields symmetric about an axis.
  • Solution approach involves equi-dimensional equations.

Circular Hole in a Sheet Under Remote Shear:

  • Analysis of stress around a circular hole subjected to shear stress.
  • Polar coordinate transformation used for stress analysis.

Examples:

  1. Tensile Stress in Thin Plate:
    • Uniform tensile stress 0 at the ends.
    • Stress function derived for a plate with and without a circular hole.
  2. Plate with Circular Hole in Simple Tension:
    • Boundary conditions applied.
    • Comparisons with solid plates discussed.

Conclusion:

  • The paper provides a comprehensive solution approach using polar coordinates for various stress field problems.
  • Emphasizes the importance of boundary conditions in determining stress distributions.

References:

  • Various scholarly references to previous work on elasticity and stress functions.