Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 3American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 219
( SOLAS ) at the end of the first 15 minutes at the end of the first 30 minutes at the
end of the first 60 minutes 718 degrees C 821 degrees C 925 degrees C
Standard Fire Test - Time / Temperature Curve " Non - combustible material " is a
...
( SOLAS ) at the end of the first 15 minutes at the end of the first 30 minutes at the
end of the first 60 minutes 718 degrees C 821 degrees C 925 degrees C
Standard Fire Test - Time / Temperature Curve " Non - combustible material " is a
...
Page 327
developed , as a result of practical experience , but are less well recognised in
standards . ... It should be noted that the factors of 5 and 2 recommended in the
draft ISO standard ( 19 ] are linked to use of a ' sufficient inspection method ,
stated ...
developed , as a result of practical experience , but are less well recognised in
standards . ... It should be noted that the factors of 5 and 2 recommended in the
draft ISO standard ( 19 ] are linked to use of a ' sufficient inspection method ,
stated ...
Page 329
It has also been identified that the ability to remove and re - use components is
an aspect for consideration . [ 9 ] International Standards Organisation ,
Petroleum and Natural Gas Industries - Offshore Structures , Part 2 . Draft ISO
Standard ...
It has also been identified that the ability to remove and re - use components is
an aspect for consideration . [ 9 ] International Standards Organisation ,
Petroleum and Natural Gas Industries - Offshore Structures , Part 2 . Draft ISO
Standard ...
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Contents
STRUCTURAL INTEGRITY PROCEDURES FOR EUROPE SINTAP | 1 |
I | 7 |
OMAE99MAT2041 | 9 |
Copyright | |
29 other sections not shown
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addition analysis applications approach ASME assessment axial backing base behavior bending brace Charpy compared components composite condition Conference Copyright crack critical CTOD curve cyclic defects deposition depth determined developed distribution effect element energy Engineering equations evaluated experimental factors failure fatigue ferrite fiber Figure fire flux fracture toughness function geometry given heat input impact improve increase initiation International joints length limit loading lower material matrix maximum mean measured mechanical method microstructure molten obtained Offshore operation parameters performance phase pipe plate pool prediction present pressure procedure production properties range ratio reduced region requirements residual stress risers short shown shows SINTAP specimens speed standard steel strain strength structures surface Table temperature tensile thickness titanium tube underwater values weld metal wire yield