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
... springs are assumed to be elastic perfectly plastic . The yield point for each type of spring ( i.e.- bearing ... Springs in All USA LSS LSL = zones = NOM with variation in Uplift Springs in All zones = NOM with variation in Longitudinal ...
... springs are assumed to be elastic perfectly plastic . The yield point for each type of spring ( i.e.- bearing ... Springs in All USA LSS LSL = zones = NOM with variation in Uplift Springs in All zones = NOM with variation in Longitudinal ...
Page 120
... 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 response . The three specimens associated ...
... 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 response . The three specimens associated ...
Page 121
... springs is approximately twice that of NOM while for the softer springs the curvature concentration dissipates . The loading in the vicinity of the transition , shown in Fig . 12 , remains applicable . 10 the same way as the curvatures ...
... springs is approximately twice that of NOM while for the softer springs the curvature concentration dissipates . The loading in the vicinity of the transition , shown in Fig . 12 , remains applicable . 10 the same way as the curvatures ...
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