Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 51
... range of variation was found to be 0-125kN / m2 , Archer and Adams ( 1983 ) . The influence of slipping prevention methods such as spiral epoxy , barrier coat and flint chipping rough- bands , Archer and Adams ( 1983 ) , resulted in a ...
... range of variation was found to be 0-125kN / m2 , Archer and Adams ( 1983 ) . The influence of slipping prevention methods such as spiral epoxy , barrier coat and flint chipping rough- bands , Archer and Adams ( 1983 ) , resulted in a ...
Page 217
... Range of stress intensity factor . ( MPa√m ) AP Range of load ( kN ) a : Crack length ( mm ) W : Specimen width ( mm ) B : Specimen thickness ( mm ) EXPERIMENTAL RESULTS AND DISCUSSION Crack Propagation in Rolling Direction Crack ...
... Range of stress intensity factor . ( MPa√m ) AP Range of load ( kN ) a : Crack length ( mm ) W : Specimen width ( mm ) B : Specimen thickness ( mm ) EXPERIMENTAL RESULTS AND DISCUSSION Crack Propagation in Rolling Direction Crack ...
Page 226
... range and yet the disbonded area can lie within the cracking range . This behavior can be explained simply in terms of parallel resistance paths where the high resistance of the small holiday , in comparison to the large bare area ...
... range and yet the disbonded area can lie within the cracking range . This behavior can be explained simply in terms of parallel resistance paths where the high resistance of the small holiday , in comparison to the large bare area ...
Contents
OFFSHORE | 1 |
Mechanical Properties of | 22 |
Ice Engineering | 80 |
Copyright | |
14 other sections not shown
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Almen strip anticorrosion coating applied assessment axial force backfill behaviour bending Bruschi buckle buckle lengths burst pressure calculated cathodic protection circumferential coefficients compression concrete coating configuration crack propagation criteria curvature deformation depth developed diameter directional drill disbonded displacement ditch effect Engineering equations factor failure fatigue field joints flow fracture free spans gas pipeline grit blasting hoop stress hydrodynamic increase installation interaction layer length load longitudinal material maximum measured mechanical metal loss monitoring NACE niobium Offshore operating OTDR overcoating parameters pile pipeline pits plastic Polypropylene predicted resistance response sand scour seabed self-lowering sensor settlement shear shear strength shown in Figure simulated Snamprogetti soil solution specimens Statoil steel stiffness strain strain gauges strength stress stress concentration structural surface temperature thickness TMCP uneven seabed values velocity wave weld Zeepipe zone