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 43
... compression loads thus allowing a relief of the strain at steel on the compression side of the coated segment , provided that the transmission of the compression is guaranteed by the shear transfer capacity of the anticorrosion coating ...
... compression loads thus allowing a relief of the strain at steel on the compression side of the coated segment , provided that the transmission of the compression is guaranteed by the shear transfer capacity of the anticorrosion coating ...
Page 46
... compression sector and equal to Tmax , eq . ( 20 ) reads : This would give the lower bound for the transition length ... compression . Part Part in tension FO in compression , Fig . 3 - Nc ' T. force Fig . 4 7. force 2 EJO NC ما L L EJ ...
... compression sector and equal to Tmax , eq . ( 20 ) reads : This would give the lower bound for the transition length ... compression . Part Part in tension FO in compression , Fig . 3 - Nc ' T. force Fig . 4 7. force 2 EJO NC ما L L EJ ...
Page 385
... compression . NPS 20 , NPS 18 , and NPS 16 pipeline options were evaluated together with Solar Saturn and Solar Centaur compressor units . Compression and / or pipe options were also evaluated for an expansion of the system to handle a ...
... compression . NPS 20 , NPS 18 , and NPS 16 pipeline options were evaluated together with Solar Saturn and Solar Centaur compressor units . Compression and / or pipe options were also evaluated for an expansion of the system to handle a ...
Contents
OFFSHORE | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
OFFSHORE TECHNOLOGY | 56 |
Copyright | |
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addition allowable analysis applied approximately areas assessment associated assumed bending buckle calculated carried coating concrete considered construction corrosion crack criteria curvature deformation depth described determined developed diameter direction displacement distribution effect Engineering environment equations expected experiment factor failure field Figure flow force free spans increase initial installation interaction internal joint length limit load longitudinal lower material maximum measured mechanical method movement observed obtained occur Offshore operating parameters performed pile pipe pipeline pits plastic position predicted present pressure problem produced Quality range reduced relative resistance respectively response sand scour seabed shear shown shows significant simulated soil solution specimens stability steel stiffness strain strength stress structural subjected surface Table Technology temperature thickness values wall wave weld yield zone