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 53
... maximum values of the stiffness intensification were found to be 20-25 % and 15 % -20 % for 20 " and 40 " pipes respectively . Finally , as for the reinforcement , the model has shown that for values from 0.1 % to 0.3 % of the concrete ...
... maximum values of the stiffness intensification were found to be 20-25 % and 15 % -20 % for 20 " and 40 " pipes respectively . Finally , as for the reinforcement , the model has shown that for values from 0.1 % to 0.3 % of the concrete ...
Page 284
... maximum stress occurs at = 0 and is given by O max = No + 6 Mo 1 * 2 ( 25 ) ( 26 ) It is tempting to simplify Equations ( 20 ) through ( 25 ) by neglecting terms of order 1 / R and higher . However , this simplification leads to No = PR ...
... maximum stress occurs at = 0 and is given by O max = No + 6 Mo 1 * 2 ( 25 ) ( 26 ) It is tempting to simplify Equations ( 20 ) through ( 25 ) by neglecting terms of order 1 / R and higher . However , this simplification leads to No = PR ...
Page 322
... maximum hardness in the HAZ of tung- sten - arc inert gas ( TIG ) welds at various heat inputs . As the niobium content is increased , the maximum HAZ hardness rises . However , the rise in maximum HAZ hard- ness is relatively small ...
... maximum hardness in the HAZ of tung- sten - arc inert gas ( TIG ) welds at various heat inputs . As the niobium content is increased , the maximum HAZ hardness rises . However , the rise in maximum HAZ hard- ness is relatively small ...
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