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 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 540
... cycles , in Fig.8 and , for N1 = 131,072 cycles , in Fig.9 . = In each instance the two figures refer , respectively , to tests in which the major cycle in the programme block was applied at R = O and at R = -1 . It should be noted that ...
... cycles , in Fig.8 and , for N1 = 131,072 cycles , in Fig.9 . = In each instance the two figures refer , respectively , to tests in which the major cycle in the programme block was applied at R = O and at R = -1 . It should be noted that ...
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