Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 18
STRESS ANALYSIS PROCEDURE Stress analyses have been performed for three basic load cases : unit tensile stress in X direction , unit tensile stress in Y direction and unit in - plane shear stress . Load combinations are then carried out ...
STRESS ANALYSIS PROCEDURE Stress analyses have been performed for three basic load cases : unit tensile stress in X direction , unit tensile stress in Y direction and unit in - plane shear stress . Load combinations are then carried out ...
Page 146
Friction stud welding has been successfully performed underwater for a number of years as a means of attaching items ... It must be pointed out that so far the capability of performing FHPP with portable systems ( i.e. high rotational ...
Friction stud welding has been successfully performed underwater for a number of years as a means of attaching items ... It must be pointed out that so far the capability of performing FHPP with portable systems ( i.e. high rotational ...
Page 283
A detailed shake down analysis has there for been performed . The analysis was performed using ABACUS and a full non - linear material model with von Mises yielding and strain hardening was adopted . The resulting strain history ...
A detailed shake down analysis has there for been performed . The analysis was performed using ABACUS and a full non - linear material model with von Mises yielding and strain hardening was adopted . The resulting strain history ...
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Contents
OMAE2001MAT3010 | 1 |
OMAE2001MAT3011 | 11 |
OMAE2001MAT3013 | 17 |
Copyright | |
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analysis applied assessment bending boundary buckling calculated Charpy compared components compressive considered controlled corrosion crack crack initiation critical CTOD curve cycle defects defined deformation derivatives determined developed direction discrete displacement distribution ductile crack dynamic effect element Engineering equation estimated evaluated experiments factors failure fatigue fatigue cracks field Figure flexible force FPSO fracture toughness function geometry grain growth higher impact increase inspection International joints layer length load material maximum measured mechanical metal method microstructure node notch observed obtained offshore operation parameters performed phase pipe pipeline plastic plate predicted present pressure prestrained problem procedure range region respectively riser shown shows simulated specimens standard steel strain strength stress structures surface Table technique temperature tensile thickness weight weld yield