Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 346
... cycles were conducted at 0.05 Hz . A new set of brake pads were installed and these were bedded in by cycling the rope at very low loads for a total of 535 cycles . These cycles have not been accounted for in Table 6 . To prevent ...
... cycles were conducted at 0.05 Hz . A new set of brake pads were installed and these were bedded in by cycling the rope at very low loads for a total of 535 cycles . These cycles have not been accounted for in Table 6 . To prevent ...
Page 366
... cycles clusters of bursts at mid - levels of load became apparent , indicating a development of damage . At this stage , about 40 % of the life at Load Stage 2 , there was no visible damage to the pipe . At about 1.2 mill . cycles at ...
... cycles clusters of bursts at mid - levels of load became apparent , indicating a development of damage . At this stage , about 40 % of the life at Load Stage 2 , there was no visible damage to the pipe . At about 1.2 mill . cycles at ...
Page 538
... cycles applied in progressively increasing and decreasing order of magnitude ( simulating block programme loading ) ( see Fig.2 ) . ( c ) With the cycles arranged in a simulated narrow band sequence ( ' simulated ' because the stress ...
... cycles applied in progressively increasing and decreasing order of magnitude ( simulating block programme loading ) ( see Fig.2 ) . ( c ) With the cycles arranged in a simulated narrow band sequence ( ' simulated ' because the stress ...
Contents
HIGH STRENGTH STEELS FOR OFFSHORE | 189 |
WELDING CONTROL | 265 |
APPLICATIONS OF GRP OFFSHORE | 279 |
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 evaluation fabrication factor ferrite finite element firewater flange fracture fracture mechanics GRE pipe heat input high strength steels HSLA HSLA steels hydrogen increase 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