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 28
... random , and MOTE and mml procedures applied to each sub - set . This process was repeated 100 times for each sub - set . With the mml procedure , a small sample correction was applied to Ko before calculating the 20th percentile ...
... random , and MOTE and mml procedures applied to each sub - set . This process was repeated 100 times for each sub - set . With the mml procedure , a small sample correction was applied to Ko before calculating the 20th percentile ...
Page 183
... random discrete coding ( where random refers to the random nature of the values inside the discrete set ) . Therefore no relation exists between consecutive values in the discrete set . When the discrete set is small as in the present ...
... random discrete coding ( where random refers to the random nature of the values inside the discrete set ) . Therefore no relation exists between consecutive values in the discrete set . When the discrete set is small as in the present ...
Page 321
Pearlite grains in random distribution present in the heat treated condition promote improvement of fracture toughness . REFERENCES Bastien , P. G. , 1957 , " The mechanism of formation of banded structures " , Journal of the Iron and ...
Pearlite grains in random distribution present in the heat treated condition promote improvement of fracture toughness . REFERENCES Bastien , P. G. , 1957 , " The mechanism of formation of banded structures " , Journal of the Iron and ...
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