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 96
21 Criterion for ductile crack initiation obtained by small scale tension tests for STPT370 pipe steel . were analyzed by FE - analysis . The model has the same geometry and size as that used in the experiments , and the analysis was ...
21 Criterion for ductile crack initiation obtained by small scale tension tests for STPT370 pipe steel . were analyzed by FE - analysis . The model has the same geometry and size as that used in the experiments , and the analysis was ...
Page 102
2.0 1.8 1.6 1.4 1.2 Analytical result MN3 Figure 5 Buckling strains obtained by full scale axial compression experiments 2.0 1.8 1.6 Buckling strain ( % ) 946equation ( 1 ) HN3 MN2 0.8 0.6 0.4 0.2 0.0 0.00 1.2 UN2 Buckling strain ...
2.0 1.8 1.6 1.4 1.2 Analytical result MN3 Figure 5 Buckling strains obtained by full scale axial compression experiments 2.0 1.8 1.6 Buckling strain ( % ) 946equation ( 1 ) HN3 MN2 0.8 0.6 0.4 0.2 0.0 0.00 1.2 UN2 Buckling strain ...
Page 169
1 ) Satisfactory HAZ toughness can be obtained even with high strength such as YS 500MPa class . 2 ) Satisfactory HAZ toughness can be obtained even with large heat input welding such as electrogas arc welding ( EGW ) and electroslag ...
1 ) Satisfactory HAZ toughness can be obtained even with high strength such as YS 500MPa class . 2 ) Satisfactory HAZ toughness can be obtained even with large heat input welding such as electrogas arc welding ( EGW ) and electroslag ...
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Contents
OMAE2001MAT3010 | 1 |
OMAE2001MAT3011 | 11 |
OMAE2001MAT3013 | 17 |
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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