Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 143
... RANGE down 100-150 VOLT . RANGE TRAVEL SPEED RANGE ( mm / min ) HEAT INPUT RANGE ( kJ / mm ) 22-29 159-341 0.65-1.53 Second 2.0 E91T8 - G * down 185-257 19-22 193-285 0.97-1.47 Fill ( s ) 2.0 E91T8 - G * down 158-263 19-22 123-367 0.75 ...
... RANGE down 100-150 VOLT . RANGE TRAVEL SPEED RANGE ( mm / min ) HEAT INPUT RANGE ( kJ / mm ) 22-29 159-341 0.65-1.53 Second 2.0 E91T8 - G * down 185-257 19-22 193-285 0.97-1.47 Fill ( s ) 2.0 E91T8 - G * down 158-263 19-22 123-367 0.75 ...
Page 570
... range . A divergence is found close to the upper limit ( 70-80 degrees ) , where the error increases up to about 10 % . The range of applicability of the formulæ obtained is within the common practice . In fact , on one side the minimum ...
... range . A divergence is found close to the upper limit ( 70-80 degrees ) , where the error increases up to about 10 % . The range of applicability of the formulæ obtained is within the common practice . In fact , on one side the minimum ...
Page 585
orsers EMC Profile Main Control Analysis Type Pipeline Properties Dalak KP Range 221540 to 222000 Units MPa , kg / m3 and mm . Ok Exit Analysis Type Emply Code Checks None KP Range From , m 221540 Overlap 0 Overlap 222900 0 Pipe ...
orsers EMC Profile Main Control Analysis Type Pipeline Properties Dalak KP Range 221540 to 222000 Units MPa , kg / m3 and mm . Ok Exit Analysis Type Emply Code Checks None KP Range From , m 221540 Overlap 0 Overlap 222900 0 Pipe ...
Contents
ENVIRONMENTAL CONSIDERATIONS | 1 |
GEOTECHNICS I | 65 |
VOLUME IA OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING | 125 |
Copyright | |
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analysis applied Arctic ASME assessment axial force backfill behaviour bending bending moment buckling cathodic cathodic protection chromium compressive corrosion rate cost crack criteria CTOD curvature curve defects deformation diameter disbonded displacement effect Engineering equation evaluation factors failure finite element flow free spans geotechnical ground movement hoop stress increase inspection installation integrity interaction joint landslide length LIGHTLY CORROSIVE limit line pipe load localisation material maximum measurements Mechanics method North Sea Norwegian Trench Offshore OMAE operating parameters performed pipe material pipeline Pipeline Technology plastic potential predicted probabilistic reliability resistance risk safety seabed seam weld shear shear strength simulation SINTEF Skaha Lake slope Snamprogetti soil specimen steel strain strength stress Stress Corrosion Cracking surface temperature tensile tests tie-in trench values velocity vortex shedding wall thickness water depth wave weld metal yield strength