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 33
Transverse Stresses ☛ / øy = 1.0 – 0.917 ( z / 7 ) - 14.533 ( z / T ) 2 + - - + 83.115 ( z / 7 ) 3 215.45 ( z / T ) + +244.16 ( z / T ) 5 – 96.36 ( z / T ) 6 ( 2 ) This distribution is applicable to welds with no restraint or with ...
Transverse Stresses ☛ / øy = 1.0 – 0.917 ( z / 7 ) - 14.533 ( z / T ) 2 + - - + 83.115 ( z / 7 ) 3 215.45 ( z / T ) + +244.16 ( z / T ) 5 – 96.36 ( z / T ) 6 ( 2 ) This distribution is applicable to welds with no restraint or with ...
Page 86
... Transverse direction [ mm ] Energy density distribution v - long .: 3mm / s v - transv : 20mm / s t : 0.258 Distribut . coef .. : 1.5 Weaving time.:0% Energy density distribution v - long .: 3mm / s v - transv : 20mm / s t : 2.3s ...
... Transverse direction [ mm ] Energy density distribution v - long .: 3mm / s v - transv : 20mm / s t : 0.258 Distribut . coef .. : 1.5 Weaving time.:0% Energy density distribution v - long .: 3mm / s v - transv : 20mm / s t : 2.3s ...
Page 191
... transverse and in - plane shear strengths , would have the most influence on the interaction parameter . Consider a ... Transverse stress dominated ( matrix ) failure regime . The extend of the fiber - dominated region may depend on ...
... transverse and in - plane shear strengths , would have the most influence on the interaction parameter . Consider a ... Transverse stress dominated ( matrix ) failure regime . The extend of the fiber - dominated region may depend on ...
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