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 79
CALCULATION OF LONG TERM CUMULATIVE MOVEMENTS FOR SUBMARINE PIPELINES J. C. Chao Exxon Production Research Company Houston ... ABSTRACT a to term to to seas Recent work has produced methods for calculating potential lateral movement of ...
CALCULATION OF LONG TERM CUMULATIVE MOVEMENTS FOR SUBMARINE PIPELINES J. C. Chao Exxon Production Research Company Houston ... ABSTRACT a to term to to seas Recent work has produced methods for calculating potential lateral movement of ...
Page 82
When the number of storms is large and the number of pipe movements is large , we may be inclined to assume that the ... One alternative to derive the long term pipe movement distribution function is to use the convolution method .
When the number of storms is large and the number of pipe movements is large , we may be inclined to assume that the ... One alternative to derive the long term pipe movement distribution function is to use the convolution method .
Page 246
Finite Uplift Movement Due to the non - linear behaviour of the soil the ability of the uplifted pipe to recover to the original position depends upon the actual uplift movement . Therefore , in order to control the upward creep of an ...
Finite Uplift Movement Due to the non - linear behaviour of the soil the ability of the uplifted pipe to recover to the original position depends upon the actual uplift movement . Therefore , in order to control the upward creep of an ...
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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