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Force Stress and Deformation
Introduction to Elastoplastic Relations
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alloy angle of twist applied assess associated autofrettage axial axis basic beam bending boundary conditions circumferential stress component compressive compressive stress consequently consider constant criterion of yielding critical value cross-section cubic equation cylinder defined deflection determined deviatoric diameter direction effect elastic range elasto-plastic boundary element equation 7.1a expression force friction fully plastic generalised strain geometry given by equation Hooke's law Huber-Mises criterion increase inhomogeneous inner instability integration interface internal pressure loading system metal numerical obtained onset of yielding outer plane strain plastic deformation plastic flow plastic hinge plastic zone principal stresses problem radial stress radius ratio residual stress rotation shaft shear stress shearing strains shown in figure simple tension solid solution specimen strain rate Strength of Materials stress distribution stress field stress system stress-strain curve substituting into equation surface temperature tensile thick-walled thickness torque torsion Tresca velocity yield stress Young's modulus