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 34
From Figure 6 it is clearly seen that the two curves for 12 and 16 elements in the hoop direction converge to the same value for the maximum bending moment . For 12 elements in the hoop direction , calculations are also performed for 8 ...
From Figure 6 it is clearly seen that the two curves for 12 and 16 elements in the hoop direction converge to the same value for the maximum bending moment . For 12 elements in the hoop direction , calculations are also performed for 8 ...
Page 36
The FE - model overpredicts the maximum bending moment capacity with up to 6 % for this specific D / t - ratio . Test 6 is performed for a D / t - ratio somewhat outside the range for the present study , but the finite element model ...
The FE - model overpredicts the maximum bending moment capacity with up to 6 % for this specific D / t - ratio . Test 6 is performed for a D / t - ratio somewhat outside the range for the present study , but the finite element model ...
Page 269
REGION A B С D E - B 1.3 1.0 1.6 1.5 1.0 R 0.13 0.10 0.16 0.15 0.10 Table 2 - Maximum allowable removal . N 351,000 850,000 175,000 217,000 850,000 100 REGION a ( % ) A 6.5 B С 2.5 D 5 E ( * ) - Limit established in this analysis 1009 ...
REGION A B С D E - B 1.3 1.0 1.6 1.5 1.0 R 0.13 0.10 0.16 0.15 0.10 Table 2 - Maximum allowable removal . N 351,000 850,000 175,000 217,000 850,000 100 REGION a ( % ) A 6.5 B С 2.5 D 5 E ( * ) - Limit established in this analysis 1009 ...
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Contents
OMAE2001MAT3010 | 1 |
OMAE2001MAT3011 | 11 |
OMAE2001MAT3013 | 17 |
Copyright | |
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Common terms and phrases
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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 2001 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791835367, 9780791835364 |
| Export Citation | BiBTeX EndNote RefMan |