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Effect of initial deformations on the strength of axially compressed cylindrical
The influence of shape imperfections and residual stresses on the collapse
The effects of deviations from intended shape on fracture and failure
1 other sections not shown
achieved additional bending stress alignment analysis angular distortion ASME axial loading axial misalignment behaviour boundary conditions Box Girder Bridges brittle fracture butt welded joints calculated circumferential cold bending collapse pressure compression compressive stress cross section curvature curved pipe design shape deviations from intended diameter direct stress dynamic relaxation elasto-plastic equation experimental fabrication fatigue strength fatigue tests fracture toughness geometry given Hot pressed initial distortion intended shape internal pressure length limits linear elastic magnitude maximum meridional misaligned joints models N/mm nozzle out-of-roundness ovality overall collapse paper parameter photoelastic pipe bend plate thickness position pressure vessel problem radius reduced reduction in fatigue requirements residual stresses ring stiffened cylinder S-N curves shape imperfections shell shown in Figure steel straight pipe strain stress concentration factor stress intensity factor structural surface Table Test results three-dimensional tolerances transverse butt welded undimpled unloading values weld defects weld toe yield stress Young's modulus