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 130
1000 Local Stress Range , MPa - 10 Since fatigue lives of welded joints are
generally dominated by the growth of cracks developed for pre - existing weld
defects , it is more appropriate when studying the fatigue behavior of girth welded
joints ...
1000 Local Stress Range , MPa - 10 Since fatigue lives of welded joints are
generally dominated by the growth of cracks developed for pre - existing weld
defects , it is more appropriate when studying the fatigue behavior of girth welded
joints ...
Page 133
The Relationship between Stress Range and Mean Stress . 6design curve • 1 ...
Based on the simplified stress intensity factor expression given previously , the
equivalent threshold stress intensity factor ranges for an initial defect of 1 mm ...
The Relationship between Stress Range and Mean Stress . 6design curve • 1 ...
Based on the simplified stress intensity factor expression given previously , the
equivalent threshold stress intensity factor ranges for an initial defect of 1 mm ...
Page 164
It should be noted that the data base underlying Equation ( 2 ) is from tests with
plate thickness in the range 12 mm and above . The application of Equation ( 2 )
for specimens with wall thickness in the range 4 - 10 mm is beyond the normal ...
It should be noted that the data base underlying Equation ( 2 ) is from tests with
plate thickness in the range 12 mm and above . The application of Equation ( 2 )
for specimens with wall thickness in the range 4 - 10 mm is beyond the normal ...
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Contents
STRUCTURAL INTEGRITY PROCEDURES FOR EUROPE SINTAP | 1 |
I | 7 |
OMAE99MAT2041 | 9 |
Copyright | |
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addition analysis applications approach ASME assessment axial backing base behavior bending brace Charpy compared components composite condition Conference Copyright crack critical CTOD curve cyclic defects deposition depth determined developed distribution effect element energy Engineering equations evaluated experimental factors failure fatigue ferrite fiber Figure fire flux fracture toughness function geometry given heat input impact improve increase initiation International joints length limit loading lower material matrix maximum mean measured mechanical method microstructure molten obtained Offshore operation parameters performance phase pipe plate pool prediction present pressure procedure production properties range ratio reduced region requirements residual stress risers short shown shows SINTAP specimens speed standard steel strain strength structures surface Table temperature tensile thickness titanium tube underwater values weld metal wire yield