Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 7, Parts 4-6American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 236
The ship is considered rigid , assuming the mass of the ship is large in comparison to that of the floe . This assumption leads to a conservative prediction of force . Additionally , the potential splitting failure of the floe is not ...
The ship is considered rigid , assuming the mass of the ship is large in comparison to that of the floe . This assumption leads to a conservative prediction of force . Additionally , the potential splitting failure of the floe is not ...
Page 194
Impact on project costs caused by other factors must also be considered , such as by the following ones . The aim , in general , is to minimise the pre - sweeping work . For areas where extensive corrective action was required , however ...
Impact on project costs caused by other factors must also be considered , such as by the following ones . The aim , in general , is to minimise the pre - sweeping work . For areas where extensive corrective action was required , however ...
Page 270
... of the riser have been considered in deriving the force - displacement relationship of the riser in the direction of pipeline movement at the sea bed level . The riser model considered for the present purpose , is shown in Fig.3 .
... of the riser have been considered in deriving the force - displacement relationship of the riser in the direction of pipeline movement at the sea bed level . The riser model considered for the present purpose , is shown in Fig.3 .
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Contents
ICE PROPERTIES1 | 1 |
Effects of Temperature and Strain Rate on Uniaxial Compressive Strength of Naturally Formed Fresh | 19 |
ICE PROPERTIES | 31 |
Copyright | |
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analysis applied Arctic assumed average bending boundary buckling calculated caused coefficient compressive Conference considered crack creep curves deformation depends depth determined developed diameter direction displacement effect elastic energy Engineering equation estimate experimental experiments factor failure field Figure flow force fracture friction function given heat horizontal impact increase International layer length lift force limit load lower material maximum mean measured Mechanics method movement normal observed obtained Offshore operating parameters performed pipe pipeline position predicted present pressure problem properties range ratio region relative Research resistance response saline samples scale scour ship shown shows soil solution specimen speed steel strain strain rate strength stress structure surface Table temperature thickness tion values velocity vertical wave welding