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 10
... component of interest , two parameters should be calculated . The first one is K ,, a measure of proximity to elastic fracture , which is defined by K , = K ( a , F ) ( 2 ) Kmat where K is the stress intensity factor ( SIF ) of the ...
... component of interest , two parameters should be calculated . The first one is K ,, a measure of proximity to elastic fracture , which is defined by K , = K ( a , F ) ( 2 ) Kmat where K is the stress intensity factor ( SIF ) of the ...
Page 263
... component of concern . Numerical analyses in the large scale yielding condition indicate that the equivalent CTOD is much smaller than the CTOD of a wide plate component . This implies that the required fracture toughness which is to be ...
... component of concern . Numerical analyses in the large scale yielding condition indicate that the equivalent CTOD is much smaller than the CTOD of a wide plate component . This implies that the required fracture toughness which is to be ...
Page 327
... component adequacy and hence structures are normally designed on a component basis . In recent years there has been increasing interest in developing an understanding of the behaviour of the whole structure ( i.e. system strength ) ...
... component adequacy and hence structures are normally designed on a component basis . In recent years there has been increasing interest in developing an understanding of the behaviour of the whole structure ( i.e. system strength ) ...
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