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FUNDAMENTAL PRINCIPLES OF STRESS THEORY
THEORY OF PLANE OR TWODIMENSIONAL NOTCH EFFECTS
6 other sections not shown
axial hole axis bar notched base bending load boundary conditions calculation Cartesian coordinates Chapter Circumferential External Notches circumferential notches components constant cosv cosv0 cosw curve curvilinear coordinates Deep External Notch deep notch deformation depth derived determined differential displacements distance ellipsoidal coordinates elliptical coordinates Equa equal to zero Equation 13 equilibrium expressed by Equation flank angle following expression foregoing harmonic functions hoop stress integration 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 radius of curvature relationships result satisfied set equal shallow notch shear loading shear stress side sinv solution stress concentration factor stress condition stress distribution stress occurring substituted surface system of coordinates tensile loading theorem theory of elasticity tion valid vanish width x-axis