Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 3-5American Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 30
... assumed to be elastic during the loading phase . This assumption is supported by the experimental results of Cole ( 1990 ) , who conducted reversed direct stress ( tensile - compression ) cy- clic tests on freshwater ice . For a ...
... assumed to be elastic during the loading phase . This assumption is supported by the experimental results of Cole ( 1990 ) , who conducted reversed direct stress ( tensile - compression ) cy- clic tests on freshwater ice . For a ...
Page 59
... assumed as shock wave speed , and the arrival time can be defined as to = R / 1460 s The equation ( 1 ) cannot be directly assumed as a loading condition at the pipeline wall , due to the influence of geometry on the impact effects ...
... assumed as shock wave speed , and the arrival time can be defined as to = R / 1460 s The equation ( 1 ) cannot be directly assumed as a loading condition at the pipeline wall , due to the influence of geometry on the impact effects ...
Page 136
... assumed to be 100 meters long , the analytical solution predicts that if landslide movements were occurring , Slope A has the potential to induce the alarm strain level in the pipeline . In a similar manner , the other two longitudinal ...
... assumed to be 100 meters long , the analytical solution predicts that if landslide movements were occurring , Slope A has the potential to induce the alarm strain level in the pipeline . In a similar manner , the other two longitudinal ...
Contents
FATIGUE AND DEFORMATION | 1 |
FRACTURE ASSESSMENT AND ANALYSIS | 37 |
FATIGUE DESIGN AND DETECTION | 73 |
Copyright | |
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analysis applied Arctic Engineering as-welded ASME assessment axial bending cathodic protection Charpy cold deformation corrosion crack growth rate crack propagation crack tip CTOD cycles depth diameter displacement drillpipe elastic electrode equation experimental factor failure fatigue crack growth fatigue strength ferrite finite element fracture mechanics fracture toughness geometry hoop stress hydrogen Ice Class increase load material maximum mbar Mechanics and Arctic method microstructure modulus nitrogen notch obtained Offshore Mechanics offshore structures OMAE operating oxygen parameters pipe pipeline plastic predicted pressure properties ratio region residual stress S-N curve scour sea ice sea water shear shielding gas simulated soil sour crude oil specimens strain rate stress intensity stress range stress relieved surface Table temperature tensile TMCP tubular joints values wall thickness water hammer weld deposit weld metal weld toe welded joints wire yield strength Young's modulus