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 94
... considered : - - Serviceability limit state concerning excessive ovalization under combined axial , bending and pressure loads . Ultimate limit state concerning buckling and collapse interaction under the combined axial , bending and ...
... considered : - - Serviceability limit state concerning excessive ovalization under combined axial , bending and pressure loads . Ultimate limit state concerning buckling and collapse interaction under the combined axial , bending and ...
Page 96
... considered and , ag a consequence , the design criteria and the safety margins to be applied in the considered case . Basically two types of on - bottom configuration may be identified on the uneven seabed . A first one where the ...
... considered and , ag a consequence , the design criteria and the safety margins to be applied in the considered case . Basically two types of on - bottom configuration may be identified on the uneven seabed . A first one where the ...
Page 111
... considered to con- tribute to the formation of failures at mid - height rather than at the ends . First , collars were added to the specimens immediately adjacent to the end plates . These collars , shown in Fig . 3 , were short ...
... considered to con- tribute to the formation of failures at mid - height rather than at the ends . First , collars were added to the specimens immediately adjacent to the end plates . These collars , shown in Fig . 3 , were short ...
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