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 26
... values are converted into stress intensity factors with MPam05 units . Where CTOD data are available , these be converted into equivalent K , values using : may Kc = where : 1.5σys CTODE ( 1 - v2 ) 10.5 [ 3 ] from other specimens are ...
... values are converted into stress intensity factors with MPam05 units . Where CTOD data are available , these be converted into equivalent K , values using : may Kc = where : 1.5σys CTODE ( 1 - v2 ) 10.5 [ 3 ] from other specimens are ...
Page 37
... values of p to generate values of V / V , as a function of increasing load for a number of values of secondary stress , where V。= Kps IK , 3 ( 23 ) and corresponds to the value of V at zero primary stress , i.e. due to secondary ...
... values of p to generate values of V / V , as a function of increasing load for a number of values of secondary stress , where V。= Kps IK , 3 ( 23 ) and corresponds to the value of V at zero primary stress , i.e. due to secondary ...
Page 156
... values of SCF at the weld root and the weld toe , respectively , and the R ratio is as defined in Eqn . ( 1 ) . The tables also include the SCF values ( values in brackets ) from Hansen ( Hansen , 1996 ) , which form the basis of ...
... values of SCF at the weld root and the weld toe , respectively , and the R ratio is as defined in Eqn . ( 1 ) . The tables also include the SCF values ( values in brackets ) from Hansen ( Hansen , 1996 ) , which form the basis of ...
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