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 1
... performed in late 1992. The basic design concept together with the results of the field trials are also presented herebelow . This paper also discribes the intentions to fully develope the PRS for use withinm the offshore industry ...
... performed in late 1992. The basic design concept together with the results of the field trials are also presented herebelow . This paper also discribes the intentions to fully develope the PRS for use withinm the offshore industry ...
Page 225
... PERFORMED IN. 1993 OMAE - Volume V , Pipeline Technology ASME 1993 ABSTRACT Cortest Columbus Technologies , Inc. ( CC Technologies ) performed a program for the Pipeline Research Committee of the American Gas Association on the effects ...
... PERFORMED IN. 1993 OMAE - Volume V , Pipeline Technology ASME 1993 ABSTRACT Cortest Columbus Technologies , Inc. ( CC Technologies ) performed a program for the Pipeline Research Committee of the American Gas Association on the effects ...
Page 412
... perform realistic experiments at moderate pressures . If the expe- riments can be performed below 10 bar overpressure , transparent pipes are be available up to 0.1 m in diameter . One candidate found for the gas phase was Freon 13B1 ...
... perform realistic experiments at moderate pressures . If the expe- riments can be performed below 10 bar overpressure , transparent pipes are be available up to 0.1 m in diameter . One candidate found for the gas phase was Freon 13B1 ...
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