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 26
... obtained from a weld metal , HAZ and parent plate . Furthermore , the results are compared with those obtained from procedures described in BSI PD6493 : 1991 ( 1991 ) and its proposed replacement BS 7910 : 1999 ( 1999 ) . It is shown ...
... obtained from a weld metal , HAZ and parent plate . Furthermore , the results are compared with those obtained from procedures described in BSI PD6493 : 1991 ( 1991 ) and its proposed replacement BS 7910 : 1999 ( 1999 ) . It is shown ...
Page 154
... obtained from the F curve is approximately one - sixth of that obtained from the T ' curve . Assuming that the fatigue life is proportional to the cube of the stress range , the ratio of the maximum internal to maximum external weld SCF ...
... obtained from the F curve is approximately one - sixth of that obtained from the T ' curve . Assuming that the fatigue life is proportional to the cube of the stress range , the ratio of the maximum internal to maximum external weld SCF ...
Page 156
... obtained . 5. Perform a linear extrapolation to the weld toe or the weld root of the stresses obtained at the limits of the extrapolation region to determine the hot - spot stresses . TABULATED RESULTS The SCF results obtained from the ...
... obtained . 5. Perform a linear extrapolation to the weld toe or the weld root of the stresses obtained at the limits of the extrapolation region to determine the hot - spot stresses . TABULATED RESULTS The SCF results obtained from the ...
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