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POtLSOUTIOFORP Chapter 4 Polar Solutions For Planar Problems 84-1 Differential Equations of Equilibrium in Polar Coordinates 84-2 Geometric and Physical Formulas in Polar Coordinates D$4-3 Stress Functions and Consistent Equations in Polar coordinates 84-4 Coordinates Transforms for Stress Components 84-5 Axially Symmetric Stress and Its Displacement >84-6 Circular Ring or Cylinder under Uniform Loading pressure Tunnel
3 Chapter 4 Polar Solutions For Planar Problems §4-1 Differential Equations of Equilibrium in Polar Coordinates §4-5 Axially Symmetric Stress and Its Displacement §4-2 Geometric and Physical Formulas in Polar Coordinates §4-3 Stress Functions and Consistent Equations in Polar Coordinates §4-4 Coordinates Transforms for Stress Components §4-6 Circular Ring or Cylinder under Uniform Loading Pressure Tunnel
第四章平面问题的极坐标解答 §4-1极坐标中的平衡微分方程 §4-2极坐标中的几何方程及物理方程 s4-3极坐标中的应力函数与相容方程 §4-4应力分量的坐标变换式 s4-5轴对称应力和相应的位移 §4-6圆环或圆筒受均布压力压力隧洞
4 第四章 平面问题的极坐标解答 §4-1 极坐标中的平衡微分方程 §4-4 应力分量的坐标变换式 §4-3 极坐标中的应力函数与相容方程 §4-2 极坐标中的几何方程及物理方程 §4-5 轴对称应力和相应的位移 §4-6 圆环或圆筒受均布压力压力隧洞
POtLSOUTIOFORP Chapter 4 Polar Solutions For Planar problems 84-7 Pure Bending of Curved Beam 84-8 Stress and Displacement of Disc in Uniform Rotation 84-9 Stress Concentration Close by Circular Aperture 84-10 Force on the Top and the Faces of Wedge >84-11 Normal Concentrated Forces on the Boundary for Semi-plane body Exercise
5 §4-7 Pure Bending of Curved Beam Chapter 4 Polar Solutions For Planar Problems §4-11 Normal Concentrated Forces on the Boundary for Semi-plane Body Exercise §4-9 Stress Concentration Close by Circular Aperture §4-10 Force on the Top and the Faces of Wedge §4-8 Stress and Displacement of Disc in Uniform Rotation