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 MECHANICS AND ARCTIC ENGINEERING | 28 |
Fire and Pollution Safety | 36 |
Probabilistic Response Modelling | 56 |
Copyright | |
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Alberta Almen strip anticorrosion coating applied assessment backfill behaviour bending buckle lengths buckling burst pressure calculated cathodic protection compression concrete configuration cost crack propagation curvature deformation depth developed diameter directional drill disbonded displacement ditch effect Engineering environment equations factor failure FE analysis flow free spans friction gas pipeline grit blasting hoop stress increase installation integrity interaction length liquid load longitudinal material maximum measured mechanical metal loss monitoring NACE niobium offshore OLGA operating OTDR overcoating parameters Permafrost pile pipeline pipeline system pits plane strain plastic polychloroprene Polypropylene predictions Qinghai resistance scour seabed sensor settlement shear shear strength shown in Figure simulated Snamprogetti soil solution specimens steel stiffness strain strain gauges strength stress stress concentration structural surface Table temperature thickness TMCP values velocity wall wave weld Zeepipe zone