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 166
а positioned above 91 centimeter long , 8.9 centimeter diameter seamless steel tube . The tube , constructed of a mild carbon steel ( A36 ) with a wall thickness of 0.55 centimeters , was frozen into the center of a 61 centimeter ...
а positioned above 91 centimeter long , 8.9 centimeter diameter seamless steel tube . The tube , constructed of a mild carbon steel ( A36 ) with a wall thickness of 0.55 centimeters , was frozen into the center of a 61 centimeter ...
Page 165
EXTRA HIGH TOUGHNESS TITANIUM - OXIDE STEEL PLATES FOR OFFSHORE STRUCTURES AND LINE PIPE R. Chijiwa , H. Tamehiro , and M. Hirai Kimitsu R & D Laboratory Nippon Steel Corp. Kimitsu , Japan H. Matsuda Kimitsu Works , Nippon Steel Corp.
EXTRA HIGH TOUGHNESS TITANIUM - OXIDE STEEL PLATES FOR OFFSHORE STRUCTURES AND LINE PIPE R. Chijiwa , H. Tamehiro , and M. Hirai Kimitsu R & D Laboratory Nippon Steel Corp. Kimitsu , Japan H. Matsuda Kimitsu Works , Nippon Steel Corp.
Page 169
TiO steel O TiN steel 2.00 1.00 1 ९ ० 0.50 Critical CTOD value at -10 ° C ( mm ) 8 o 000 O O 0.10 8 O a 30 45 0.05 10 70 100 Heat input ( kJ / cm ) Fig . 11 Critical CTOD values for various heat input levels of welding . weld layers ...
TiO steel O TiN steel 2.00 1.00 1 ९ ० 0.50 Critical CTOD value at -10 ° C ( mm ) 8 o 000 O O 0.10 8 O a 30 45 0.05 10 70 100 Heat input ( kJ / cm ) Fig . 11 Critical CTOD values for various heat input levels of welding . weld layers ...
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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 |