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 246
It is found that the ratios of measured forces predicted forces between the present experimental data and the data of Frederking and Schwarz in reasonably good agreement . are 255.00 AVERAGE FORCE ( N ) 170.00 85.00 500.00 х + X 6 4 ...
It is found that the ratios of measured forces predicted forces between the present experimental data and the data of Frederking and Schwarz in reasonably good agreement . are 255.00 AVERAGE FORCE ( N ) 170.00 85.00 500.00 х + X 6 4 ...
Page 18
75 / have been plotted together with the present data on the figure below . Despite some differences in analysis techniques and actual values of testing parameters the three references above form a good basis for comparison . From Fig .
75 / have been plotted together with the present data on the figure below . Despite some differences in analysis techniques and actual values of testing parameters the three references above form a good basis for comparison . From Fig .
Page 117
This paper presents an overview of the SVS project with its main phases : the theoretical work on which the planning ... The codes adopted at present for the design calculation of critical span lengths are based on criteria which could ...
This paper presents an overview of the SVS project with its main phases : the theoretical work on which the planning ... The codes adopted at present for the design calculation of critical span lengths are based on criteria which could ...
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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