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 231
MPS PSI MPa 500 500 of 400 400 300 부 MAXIMUM SINGLE SUB - PANEL PRESSURE 300 PRESSURE 200 200 100 o 100 1 1 1 1 4 Ft 9 2 3 5 7 8 M 1 o Kts GIRTH ALONG FRAME 0 2 4 6 8 10 12 14 16 18 1 M 0 1 2 7 8 9 3 4 5 6 IMPACT VELOCITY Fig .
MPS PSI MPa 500 500 of 400 400 300 부 MAXIMUM SINGLE SUB - PANEL PRESSURE 300 PRESSURE 200 200 100 o 100 1 1 1 1 4 Ft 9 2 3 5 7 8 M 1 o Kts GIRTH ALONG FRAME 0 2 4 6 8 10 12 14 16 18 1 M 0 1 2 7 8 9 3 4 5 6 IMPACT VELOCITY Fig .
Page 232
The probability of non - exceedance or non - occurance is the probability that , given an impact , the resulting pressure will be less than a given value . A three parameter extreme value distribution was then fit to the pressure or ...
The probability of non - exceedance or non - occurance is the probability that , given an impact , the resulting pressure will be less than a given value . A three parameter extreme value distribution was then fit to the pressure or ...
Page 286
Node Pressure , ( KPa ) ( Hundreds ) 100 Porcona PO 5000 THERMAL DATA & S8 S8 SS . 40 30 20 Pipeline on Seabed Floor and Not Covered with Silt Concrete Coating Thickness 0.102 m ( 4 in . ) Sea Water Temperature 2800K ( 45 ° F ) Sea ...
Node Pressure , ( KPa ) ( Hundreds ) 100 Porcona PO 5000 THERMAL DATA & S8 S8 SS . 40 30 20 Pipeline on Seabed Floor and Not Covered with Silt Concrete Coating Thickness 0.102 m ( 4 in . ) Sea Water Temperature 2800K ( 45 ° F ) Sea ...
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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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Common terms and phrases
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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 7, Parts 4-6 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1988 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |