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 103
... soil self weight and assigning a pore water pressure distribution . The latter is assumed to coincide with that of an infinite slope where the phreatic surface is parallel to the ground surface . This approximation , though unnecessary ...
... soil self weight and assigning a pore water pressure distribution . The latter is assumed to coincide with that of an infinite slope where the phreatic surface is parallel to the ground surface . This approximation , though unnecessary ...
Page 132
... soil force acting on failure plane T = shear soil force acting on failure plane = Al , unit length of pipeline . From Figures 7 and 8 , the relationship between the mass of the slide slice and geometry is : FIGURE 8. FREE BODY DIAGRAM ...
... soil force acting on failure plane T = shear soil force acting on failure plane = Al , unit length of pipeline . From Figures 7 and 8 , the relationship between the mass of the slide slice and geometry is : FIGURE 8. FREE BODY DIAGRAM ...
Page 138
... Soil Interaction Testing Program , Interim Report on Results of First Years Pipe Push - Out Tests at ASC Test Facility , " NOVA Corporation of Alberta , Internal Research Report . Simmonds , G.R. , Rizkalla , M. and Teskey , W.F. , 1993 ...
... Soil Interaction Testing Program , Interim Report on Results of First Years Pipe Push - Out Tests at ASC Test Facility , " NOVA Corporation of Alberta , Internal Research Report . Simmonds , G.R. , Rizkalla , M. and Teskey , W.F. , 1993 ...
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