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FUNDAMENTAL PRINCIPLES OF STRESS THEORY 9
THEORY OF PLANE OR TWODIMENSIONAL NOTCH EFFECTS
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axial hole axis bar notched base bending load boundary conditions calculation Cartesian coordinates Chapter Circumferential External Notch circumferential notches components constant cosv cosw curve curvilinear coordinates Deep Circumferential External Deep External Notch deep notch deformation derived determined differential direction of shear displacements distance ellipsoidal coordinates elliptical coordinates Equa equal to zero Equation 13 equilibrium expressed in Equation flank angle foregoing harmonic functions hoop stress integral large values lengthened hole limiting value magnitudes maximum stress maximum value Moreover narrowest cross section narrowest section nominal stress nomographs normal stresses notch curvature notch effect notch stresses plane pointed notch pure bending pure shear pure tension radius of curvature relationships result satisfied set equal shallow circumferential shallow notch shear loading shear stress side sinv solution stress concentration factor stress condition stress distribution stress occurring stresses are found surface tensile loading theory of elasticity tion valid vanish width x-axis