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 329
... determined for that resin and reinforcement . Resins also determine the strain limit of the piping system . Typically , the composite pipe and composite component will begin to fail as a result of the strain limit of the resin . As ...
... determined for that resin and reinforcement . Resins also determine the strain limit of the piping system . Typically , the composite pipe and composite component will begin to fail as a result of the strain limit of the resin . As ...
Page 427
... Determination of the Fatigue Crack Growth Properties The fatigue crack growth properties were determined from the literature data as , da / dN = C ( AK ) m ( 1 ) where a is the crack depth in m , N is the fatigue loading cycle , the ...
... Determination of the Fatigue Crack Growth Properties The fatigue crack growth properties were determined from the literature data as , da / dN = C ( AK ) m ( 1 ) where a is the crack depth in m , N is the fatigue loading cycle , the ...
Page 701
... determined from an extensive series of three - dimensional finite element calculations reported by Bell et al . ( 1987 ) . Cubic splines were used to interpolate between actual results as a function of relative crack depth , a / T , and ...
... determined from an extensive series of three - dimensional finite element calculations reported by Bell et al . ( 1987 ) . Cubic splines were used to interpolate between actual results as a function of relative crack depth , a / T , and ...
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