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 130
... occurred when the applied cathodic protection levels were varied . The levels were varied from -850mV to -1100mV to cover the likely possible ranges that could possibly occur in practice on real structures from regions that would be ...
... occurred when the applied cathodic protection levels were varied . The levels were varied from -850mV to -1100mV to cover the likely possible ranges that could possibly occur in practice on real structures from regions that would be ...
Page 165
... occur in this case the first brace has to be welded to the chord , the second brace is to be adapted angle → = 60 ° : for ratios dyd , 0.5 overlapping can occur , if an overlap out - of - plane is not acceptable , the following ...
... occur in this case the first brace has to be welded to the chord , the second brace is to be adapted angle → = 60 ° : for ratios dyd , 0.5 overlapping can occur , if an overlap out - of - plane is not acceptable , the following ...
Page 281
... occur . This criterion is adopted here for definition of pipe failure . For The effect of introducing imperfections is illustrated by Figure 2b , see also Taylor and Gran ( 1986 ) . For increasing imperfection , the asymptotic left ...
... occur . This criterion is adopted here for definition of pipe failure . For The effect of introducing imperfections is illustrated by Figure 2b , see also Taylor and Gran ( 1986 ) . For increasing imperfection , the asymptotic left ...
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