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 111
... specimen length would then not be significantly influenced by the end conditions . However , it is highly desirable to avoid the formation of failures in the region of the end plates , such as occurred for the axial specimens , because ...
... specimen length would then not be significantly influenced by the end conditions . However , it is highly desirable to avoid the formation of failures in the region of the end plates , such as occurred for the axial specimens , because ...
Page 259
Concrete 1 was applied to the test specimens by the supplier , and Concrete 2 was applied to the test specimens in the laboratory by the researchers following procedures supplied . In both cases , a 6 - inch - long , 2 1 / 2- inch ID ...
Concrete 1 was applied to the test specimens by the supplier , and Concrete 2 was applied to the test specimens in the laboratory by the researchers following procedures supplied . In both cases , a 6 - inch - long , 2 1 / 2- inch ID ...
Page 341
... specimen was predominantly quasi - cleavage and without ductile areas . This was more characteristic of the specimens that had failed during exposure , and it was thus concluded that the specimen had developed cracks during testing ...
... specimen was predominantly quasi - cleavage and without ductile areas . This was more characteristic of the specimens that had failed during exposure , and it was thus concluded that the specimen had developed cracks during testing ...
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