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 118
... strength is changed . All of the spring characteristics for a type of spring can then be described with a single parameter . The yield strength of the spring is chosen as the designated parameter because it appears to have more ...
... strength is changed . All of the spring characteristics for a type of spring can then be described with a single parameter . The yield strength of the spring is chosen as the designated parameter because it appears to have more ...
Page 120
... Strength and Stiffness of the Bearing Soil Springs As described in Sect . 6 , and detailed in Fig . 4 , the soil springs are assumed to have a yield strength proportional to their stiffness and to react with elastic - perfectly plastic ...
... Strength and Stiffness of the Bearing Soil Springs As described in Sect . 6 , and detailed in Fig . 4 , the soil springs are assumed to have a yield strength proportional to their stiffness and to react with elastic - perfectly plastic ...
Page 162
... strength ( su ) it is possible to apply the method using drained strength parameters . The ultimate soil resistance ( R ) for a frictional soil can be converted to an equivalent undrained strength . Gale et al , ( 1988 ) showed that the ...
... strength ( su ) it is possible to apply the method using drained strength parameters . The ultimate soil resistance ( R ) for a frictional soil can be converted to an equivalent undrained strength . Gale et al , ( 1988 ) showed that the ...
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