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 206
RANGE RESOLUTION FUNCTION MEDOF ICE PANELS 28 0-20 MN 10 KN CAISSON N , NE , E - ICE FACES GLOBAL LOAD ICE LOADS AND PRESSURES STRAIN GAUGES + 4140 VE 2 NE STEEL STRAIN AND GLOBAL LOAD CAISSON N , NE , E - ICE FACE - BULKHEADS SAND FACE ...
RANGE RESOLUTION FUNCTION MEDOF ICE PANELS 28 0-20 MN 10 KN CAISSON N , NE , E - ICE FACES GLOBAL LOAD ICE LOADS AND PRESSURES STRAIN GAUGES + 4140 VE 2 NE STEEL STRAIN AND GLOBAL LOAD CAISSON N , NE , E - ICE FACE - BULKHEADS SAND FACE ...
Page 210
DYNAMIC ICE LOADING EXPERIENCE The ice conditions encountered in the winter 1985/86 were more severe than in the ... It can be seen from Table 6 that the dynamic portion of the ice load is a significant fraction , as much as a half ...
DYNAMIC ICE LOADING EXPERIENCE The ice conditions encountered in the winter 1985/86 were more severe than in the ... It can be seen from Table 6 that the dynamic portion of the ice load is a significant fraction , as much as a half ...
Page 214
location is somewhat different , the phase of each loading is identical . Thus , although the ice failure pressure would appear to be different across the loaded face throughout the loading event a phenomenon of ' phase - lock ...
location is somewhat different , the phase of each loading is identical . Thus , although the ice failure pressure would appear to be different across the loaded face throughout the loading event a phenomenon of ' phase - lock ...
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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