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 61
... peak wave length and temperature . The peak wave length , which irradiates maximum strength and temperature of the material , are determined by Wien's law . Irradiated light itself has typical wave length distribution determined by ...
... peak wave length and temperature . The peak wave length , which irradiates maximum strength and temperature of the material , are determined by Wien's law . Irradiated light itself has typical wave length distribution determined by ...
Page 215
... peak forces during impacts with 3.05 - m- size , 152 - mm - thick floes . Test Number of floes impacted 2 2 Peak Force ( kN ) 4.31 Test Number of Peak Force ( kN ) floes 3 2 5.80 impacted 4 567 5 2 2 5.80 , 6.47 38 2 12.54 , 12.74 6.33 ...
... peak forces during impacts with 3.05 - m- size , 152 - mm - thick floes . Test Number of floes impacted 2 2 Peak Force ( kN ) 4.31 Test Number of Peak Force ( kN ) floes 3 2 5.80 impacted 4 567 5 2 2 5.80 , 6.47 38 2 12.54 , 12.74 6.33 ...
Page 277
... peak temperatures in the range of IC CGHAZ . The specimen for SCR CGHAZ showed the highest value . Especially , the ... peak at 20 = 106 ° without peak for austenite at 20 = 130.17 ° . On the other hand , M - A constituents ( abbreviated ...
... peak temperatures in the range of IC CGHAZ . The specimen for SCR CGHAZ showed the highest value . Especially , the ... peak at 20 = 106 ° without peak for austenite at 20 = 130.17 ° . On the other hand , M - A constituents ( abbreviated ...
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