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 36
... function solutions given in [ 10 ] . Stress intensity factors at short surface defects at the toes of T - butt welds were calculated by resolving them into membrane and bending components and using the Newman and Raju equations [ 11 ] ...
... function solutions given in [ 10 ] . Stress intensity factors at short surface defects at the toes of T - butt welds were calculated by resolving them into membrane and bending components and using the Newman and Raju equations [ 11 ] ...
Page 184
... Function Following the above discussion on multicriteria optimisation the final objective function employed by the GA is as follows : F = 2 1 2 Σως . ( x ) -Σμ , 8 , ( x ) i = 1 j = 1 ( 4 ) There are two notable features in the above ...
... Function Following the above discussion on multicriteria optimisation the final objective function employed by the GA is as follows : F = 2 1 2 Σως . ( x ) -Σμ , 8 , ( x ) i = 1 j = 1 ( 4 ) There are two notable features in the above ...
Page 191
... function , the effect of the off - axis angle , and the multaxial stress interaction parameter for R = 0 . The emphasis in the fatigue failure theory development here has been so far placed on the critical fatigue stress function . For ...
... function , the effect of the off - axis angle , and the multaxial stress interaction parameter for R = 0 . The emphasis in the fatigue failure theory development here has been so far placed on the critical fatigue stress function . For ...
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