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ElasticPlastic Strains from Thermal Shock at Discontinuity A Simplified
Upper Bounds for Creep Ratchetting in Convoluted Bellows
A Practical Method to Determine Elastic or Plastic Shakedown of Structures
3 other sections not shown
approach ASME assumed axial axisymmetric benchmark bending stress Bree buckling load considered constant critical strain creep buckling creep deformation critical buckling critical effective critical strain method curved pipe cylinder deformation determined deviatoric effective stress elastic shakedown elastic strain elastic stress elastic-creep elastic-plastic strain elevated temperature equation 13 evaluated fast breeder reactor Figure flexibility factor fluence fluid temperature change geometric imperfection given hoop hoop stress Inconel incremental inelastic analysis instantaneous buckling internal pressure irradiation creep isochronous curves material membrane stress meridional mid-plane obtained parameter piping systems plastic ratcheting plastic strains Poisson's ratio power law predictions present Pressure Vessel primary stresses problem regime residual stress secant modulus method secondary stresses shell shown in Fig simplified methods solution Spence straight pipe strain correction factor stress components stress distribution stress profile stress relaxation structure surface swelling induced stress temperature gradient thermal stresses thickness upper bound Vrillon wall yield strength Young's modulus