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 240
... ship results in strain rate in the mid - ships section of around 2 x 103 = 100 MPa in 0.25s . By extrapolating measured values it may deduced that strain rates of around 2 x 102 s11 might be achieved under extreme conditions in the deck ...
... ship results in strain rate in the mid - ships section of around 2 x 103 = 100 MPa in 0.25s . By extrapolating measured values it may deduced that strain rates of around 2 x 102 s11 might be achieved under extreme conditions in the deck ...
Page 245
... ship plate are generally too high to satisfy the maximum NDTT criterion of -18 ° C for primary structure in ships and are probably insufficient to arrest running cracks in ship structures . The probability of achieving such a value or ...
... ship plate are generally too high to satisfy the maximum NDTT criterion of -18 ° C for primary structure in ships and are probably insufficient to arrest running cracks in ship structures . The probability of achieving such a value or ...
Page 246
... ship . The principal concern is therefore the ability of Grade A plate to arrest an initiated and fast - running crack . The reviewed literature suggests that the crack arrest ability of Grade A plate is poor and probably inadequate in ...
... ship . The principal concern is therefore the ability of Grade A plate to arrest an initiated and fast - running crack . The reviewed literature suggests that the crack arrest ability of Grade A plate is poor and probably inadequate in ...
Contents
STRUCTURAL INTEGRITY PROCEDURES FOR EUROPE SINTAP | 1 |
OMAE99MAT2041 | 9 |
Development of the SINTAP Failure Assessment Diagrams for Compatibility With | 19 |
Copyright | |
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addition analysis applications approach ASME assessment base behavior bending CGHAZ Charpy compared component composite condition Conference Copyright crack critical CTOD curve defects deposition depth determined developed distribution dynamic effect element energy Engineering equations equivalent evaluated factors failure fatigue ferrite Figure fire fracture toughness function geometry given hardness heat input impact important improve increase initiation International joints length limit loading lower material matrix maximum mean measured mechanical method microstructure molten observed obtained offshore operating parameters performance phase pipe plate prediction present pressure procedure production properties protection range ratio reduced region requirements residual stress respectively risers safety ship shown shows specimens standards steel strain strength structures surface Table temperature tensile thickness values weld metal welded joints wire yield