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 68
... respectively . Used wire was solid wire ( MG - 50 ) for all cases . Thickness of the mother plate , root gap width and groove angle were 6mm , 5mm and 60 degree , respectively . Fixed water cooled copper backing was used in this ...
... respectively . Used wire was solid wire ( MG - 50 ) for all cases . Thickness of the mother plate , root gap width and groove angle were 6mm , 5mm and 60 degree , respectively . Fixed water cooled copper backing was used in this ...
Page 156
... respectively , in Fig . 3 ) or the weld root ( points 3 and 4 for the brace and chord , respectively , in Fig . 3 ) . 3. Fit a polynomial function through all of the nodal stresses on the extrapolation path . 4. Determine the stresses ...
... respectively , in Fig . 3 ) or the weld root ( points 3 and 4 for the brace and chord , respectively , in Fig . 3 ) . 3. Fit a polynomial function through all of the nodal stresses on the extrapolation path . 4. Determine the stresses ...
Page 344
... respectively ( Qin and Mai , 1998 ) . The material constants for the two materials are as follows : ( 1 ) material properties for BaTiO3 C11 = 150GPa , c12 = 66GPa , c13 = 66GPa , Cu C12 C33 = 146GPa , C11 = 44GPa , 33 α11 = 8.53 × 106 ...
... respectively ( Qin and Mai , 1998 ) . The material constants for the two materials are as follows : ( 1 ) material properties for BaTiO3 C11 = 150GPa , c12 = 66GPa , c13 = 66GPa , Cu C12 C33 = 146GPa , C11 = 44GPa , 33 α11 = 8.53 × 106 ...
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