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 38
... specimens , respectively , to validate the formulations in equations ( 28 ) and ( 29 ) [ 14 ] . In the first series of tests , five pairs of centre - cracked plate specimens , where each pair consisted of one specimen containing ...
... specimens , respectively , to validate the formulations in equations ( 28 ) and ( 29 ) [ 14 ] . In the first series of tests , five pairs of centre - cracked plate specimens , where each pair consisted of one specimen containing ...
Page 119
... specimens were designed and contoured to minimize the risk of fatigue failures outside the weld area . The specimens were at least four thicknesses wide at the test weld section to minimize edge effects . Series Two series of eight ( 8 ) ...
... specimens were designed and contoured to minimize the risk of fatigue failures outside the weld area . The specimens were at least four thicknesses wide at the test weld section to minimize edge effects . Series Two series of eight ( 8 ) ...
Page 277
... specimens for both SMAW and SAW simulation , SMAW case was mainly analyzed in the following study . The fractographs of the tested specimens at 77K are shown in Fig . 4. From the figure , the UA CGHAZ specimens showed the transgranular ...
... specimens for both SMAW and SAW simulation , SMAW case was mainly analyzed in the following study . The fractographs of the tested specimens at 77K are shown in Fig . 4. From the figure , the UA CGHAZ specimens showed the transgranular ...
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