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 17
The present paper reports the major findings and conclusions drawn from the
project . The results of the present study may also be applied to design of other
fatigue sensitive offshore floaters such as Semi - submersibles and Spar / DDCVs
.
The present paper reports the major findings and conclusions drawn from the
project . The results of the present study may also be applied to design of other
fatigue sensitive offshore floaters such as Semi - submersibles and Spar / DDCVs
.
Page 19
Double side reinforcement will always reduce the stress concentration in the
plate around cutout edge . DESCRIPTION OF THE RESULTS The results of the
present stress analysis , i . e . , the stress concentration factors , are presented in
...
Double side reinforcement will always reduce the stress concentration in the
plate around cutout edge . DESCRIPTION OF THE RESULTS The results of the
present stress analysis , i . e . , the stress concentration factors , are presented in
...
Page 35
The results for the alternative and the square mesh model are given in Table 4 ,
and indicate that differences between the two meshes are negligible ( mesh type '
Bias ' represents the most efficient mesh ) . relationship in the present analyses ...
The results for the alternative and the square mesh model are given in Table 4 ,
and indicate that differences between the two meshes are negligible ( mesh type '
Bias ' represents the most efficient mesh ) . relationship in the present analyses ...
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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 finite element flexible FPSO fracture toughness function geometry grain growth higher impact increase inspection International joints layer length loading 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