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 32
... residual stress data experimental work on thick , welded A533B steel plates . In addition , a study was performed of the estimation of J - integral when dominant residual stresses are present using centre - cracked panels , thus ...
... residual stress data experimental work on thick , welded A533B steel plates . In addition , a study was performed of the estimation of J - integral when dominant residual stresses are present using centre - cracked panels , thus ...
Page 35
... residual stresses after PWHT were very low , with a maximum value of approximately 10 % of the weld metal yield strength . These results are within the bounds of the PWHT residual stress levels recommended in BS 7910 , i.e. 15 % of the ...
... residual stresses after PWHT were very low , with a maximum value of approximately 10 % of the weld metal yield strength . These results are within the bounds of the PWHT residual stress levels recommended in BS 7910 , i.e. 15 % of the ...
Page 36
... Stress intensity factors at through thickness cracks in circumfer- ential butt welds were evaluated using solutions from the R6 Code software [ 12 ] , presented in [ 9 ] . The residual stress distributions recommended in the SINTAP ...
... Stress intensity factors at through thickness cracks in circumfer- ential butt welds were evaluated using solutions from the R6 Code software [ 12 ] , presented in [ 9 ] . The residual stress distributions recommended in the SINTAP ...
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