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 362
... depth of welding ( hydrostatic pressure ) is considered an essential variable for procedure qualifications ( 1 ) . The effects of depth on some characteristics of wet welds are briefly reviewed below . Porosity is one of the major ...
... depth of welding ( hydrostatic pressure ) is considered an essential variable for procedure qualifications ( 1 ) . The effects of depth on some characteristics of wet welds are briefly reviewed below . Porosity is one of the major ...
Page 108
... depth required for safety . The safe burial depth of a pipeline cannot be determined directly from the maximum depth of scour . The determination of maximum scour depth is relatively straight forward using conventional seabottom survey ...
... depth required for safety . The safe burial depth of a pipeline cannot be determined directly from the maximum depth of scour . The determination of maximum scour depth is relatively straight forward using conventional seabottom survey ...
Page 274
... depth , it is assumed that the maximum depth will also gradually increase over the next 50 years . Therefore the maximum depth may vary due to short - term phenomena ( os ) and due to long - term phenomena ( 0 ) . os was obtained from ...
... depth , it is assumed that the maximum depth will also gradually increase over the next 50 years . Therefore the maximum depth may vary due to short - term phenomena ( os ) and due to long - term phenomena ( 0 ) . os was obtained from ...
Contents
FATIGUE AND DEFORMATION | 1 |
FRACTURE ASSESSMENT AND ANALYSIS | 37 |
FATIGUE DESIGN AND DETECTION | 73 |
Copyright | |
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analysis angle applied ASME assessment axial behaviour bending calculated cathodic protection corrosion crack growth rate crack propagation crack tip CTOD cycles deformation developed diameter displacement drillpipe dynamic elastic equation experimental factor failure fatigue crack growth fatigue strength ferrite finite element fracture mechanics fracture toughness free span geometry heat hoop stress hydrogen Ice Class increase initial installation J-Lay length limit load material maximum mbar method microstructure modulus nitrogen notch obtained offshore structures OMAE operating parameters pipe pipeline plastic Poisson's ratio predicted pressure ratio repair residual stress S-N curve scour sea ice sea water shielding gas simulated soil sour crude oil specimens steel strain rate stress intensity stress range surface Table Technology temperature tensile tubular joints values wall thickness water depth weld deposit weld metal weld toe weldment size effect wire yield strength Young's modulus