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 317
ABSTRACT a two Computer simulations have been used frequently to calculate design loads associated with specific return ... it is very difficult and perhaps close to impossible to fully quantify the accuracy of the calculated k - year ...
ABSTRACT a two Computer simulations have been used frequently to calculate design loads associated with specific return ... it is very difficult and perhaps close to impossible to fully quantify the accuracy of the calculated k - year ...
Page 77
Other field installations may exist where the friction coefficient assumed in a finite element analysis would have a significant influence on the calculated deflection procedure . In fact , for certain deflection configurations ...
Other field installations may exist where the friction coefficient assumed in a finite element analysis would have a significant influence on the calculated deflection procedure . In fact , for certain deflection configurations ...
Page 103
FREMONT , BLANCHARD and LEVY ( 1986 ) have calculated the displacements due to cryogenic suction by building a complete model of coupled heat and water transfers , taking account of phase changes . The model has been undergoing ...
FREMONT , BLANCHARD and LEVY ( 1986 ) have calculated the displacements due to cryogenic suction by building a complete model of coupled heat and water transfers , taking account of phase changes . The model has been undergoing ...
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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