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 13
... reference to the success of the repair intervention , and evaluate the duration of the same repair intervention taking into account both the machine relia- bility and the weather conditions of the work area . Substantially the ...
... reference to the success of the repair intervention , and evaluate the duration of the same repair intervention taking into account both the machine relia- bility and the weather conditions of the work area . Substantially the ...
Page 53
... reference for laying parameters such ramp radius , roller distances , draught , pulling capacity , etc .. The laying simulations were carried out to investigate the pipeline behaviour in terms of intensified strains at field joints ...
... reference for laying parameters such ramp radius , roller distances , draught , pulling capacity , etc .. The laying simulations were carried out to investigate the pipeline behaviour in terms of intensified strains at field joints ...
Page 259
... reference electrode and converted to the saturated copper - sulfate reference electrode for reporting here . The Monitoring During exposure to the electrolyte , several parameters were measured periodically on each specimen . These ...
... reference electrode and converted to the saturated copper - sulfate reference electrode for reporting here . The Monitoring During exposure to the electrolyte , several parameters were measured periodically on each specimen . These ...
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