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 | 1 |
Mechanical Properties of | 22 |
Ice Engineering | 80 |
Copyright | |
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Almen strip anticorrosion coating applied assessment axial force backfill behaviour bending Bruschi buckle buckle lengths burst pressure calculated cathodic protection circumferential coefficients compression concrete coating configuration crack propagation criteria curvature deformation depth developed diameter directional drill disbonded displacement ditch effect Engineering equations factor failure fatigue field joints flow fracture free spans gas pipeline grit blasting hoop stress hydrodynamic increase installation interaction layer length load longitudinal material maximum measured mechanical metal loss monitoring NACE niobium Offshore operating OTDR overcoating parameters pile pipeline pits plastic Polypropylene predicted resistance response sand scour seabed self-lowering sensor settlement shear shear strength shown in Figure simulated Snamprogetti soil solution specimens Statoil steel stiffness strain strain gauges strength stress stress concentration structural surface temperature thickness TMCP uneven seabed values velocity wave weld Zeepipe zone