Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 12, Part 3American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 287
... installations ( 0.13 failures / km / yr ) . This higher rate can be attributed to inexperience since most of the failures were found in the first major prefabrication project . It is clear that correct design , installation , and ...
... installations ( 0.13 failures / km / yr ) . This higher rate can be attributed to inexperience since most of the failures were found in the first major prefabrication project . It is clear that correct design , installation , and ...
Page 303
... installed in December 1991 at the Valhall Field in the southern North Sea Norwegian offshore sector . This installation followed successful safety verification of the explosion and fire resistant design concept consisting of glass ...
... installed in December 1991 at the Valhall Field in the southern North Sea Norwegian offshore sector . This installation followed successful safety verification of the explosion and fire resistant design concept consisting of glass ...
Page 306
... installation crew offshore , the installation area was prepared . These preparations included scaffolding and setting up of adequate area lighting and weather protection . Also , a heated and well lit storage room was utilized for on ...
... installation crew offshore , the installation area was prepared . These preparations included scaffolding and setting up of adequate area lighting and weather protection . Also , a heated and well lit storage room was utilized for on ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 7 |
HIGH STRENGTH STEELS FOR OFFSHORE | 189 |
Weldability of NitrogenEnhanced HSLA Steels | 231 |
Copyright | |
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alloy analysis applied argon artificial neural network ASTM austenite austenite grain bainite base metal behaviour bending CGHAZ Charpy composite pipe cooling corrosion crack propagation CTOD curve cycles developed diameter effect elastomer electrodes Engineering ASME 1993 epoxy equation experimental fabrication factor ferrite firewater firewater system flange fracture fracture mechanics GRE pipe heat input high strength steels HSLA HSLA steels hydrogen increase initial installation intumescent kJ/mm load martensite Materials Engineering ASME maximum method microstructure MIRT nitrogen nitrogen steel node notch offshore structures OMAE parameters performance predicted preheat pressure procedures PWHT range reduced S-N curves seal seawater sheave shielding gas shown in Figure simulated SINTEF specimens spool stainless steel strain surface Table Technology temperature tensile test results thickness toughness tubular joints underwater Underwater Welding values weld metal weldability welded joints weldments wet welding wide plate wire yield strength