Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 4; Volume 8, Part 4American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 101
... distribution associated with ( a ) a given ice - structure interaction scenario with n needs to be a value that is " far enough away on the tail of the extreme load distibution " so as to ensure that the structural failure rate is small ...
... distribution associated with ( a ) a given ice - structure interaction scenario with n needs to be a value that is " far enough away on the tail of the extreme load distibution " so as to ensure that the structural failure rate is small ...
Page 117
... distribution that is important . It is noted that the distribution is not Gaussian . Graham and Jefferies ( 1986 ) provide data on Kovalues in Beaufort Sea hydraulically placed sand fills determined from pressuremeter tests . They ...
... distribution that is important . It is noted that the distribution is not Gaussian . Graham and Jefferies ( 1986 ) provide data on Kovalues in Beaufort Sea hydraulically placed sand fills determined from pressuremeter tests . They ...
Page 132
... distribution . The method used to compute the relative frequency distribution of clay strength assumed that the bearing capacity factor for the CPT was both fixed and known precisely . In fact , one should consider a distribution of ...
... distribution . The method used to compute the relative frequency distribution of clay strength assumed that the bearing capacity factor for the CPT was both fixed and known precisely . In fact , one should consider a distribution of ...
Contents
OFFSHORE MECHANICS | 1 |
The Growth of Radial Cracks in Ice Sheets | 7 |
ICE FORCES | 11 |
Copyright | |
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analysis applied approach Arctic assumed average body calculated coefficient components compression compressive stress computed considered constant crack creep damage deformation dependent depth described determined developed diameter direction distribution effect elastic energy Engineering equation estimate experiments expression factor failure field Figure floe force fracture frequency function given grain grain boundary horizontal ice sheet iceberg impact increase initial International length limit load mass material maximum mean measured Mechanics method microcracks motion normal nucleation observed obtained Offshore operation parameters peak performed plane position predicted present pressure probability range ratio Regions relation relative Research resistance ridge samples sea ice shear ship shown shows simulation specimen strain rate strength stress structure surface Table temperature tensile tensor tests thickness toughness uniaxial vertical wave