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 158
... EQUATIONS In this section , equations for predicting the R ratios as functions of the geometric parameters are proposed . The equations have been derived by observing the effects of the various geometric parameters on the R ratios for ...
... EQUATIONS In this section , equations for predicting the R ratios as functions of the geometric parameters are proposed . The equations have been derived by observing the effects of the various geometric parameters on the R ratios for ...
Page 160
... equations proposed by Baerheim et al . ( 1998 ) , or Hansen ( 1996 ) , for predicting the R ratios . b . T- and Y - joints • The T - joint results generally agree well with those predicted from Efthymiou's parametric equations . However ...
... equations proposed by Baerheim et al . ( 1998 ) , or Hansen ( 1996 ) , for predicting the R ratios . b . T- and Y - joints • The T - joint results generally agree well with those predicted from Efthymiou's parametric equations . However ...
Page 351
... equations of fluid- saturated poroelastic solid ( Biot's wave equations ) for axisymmetric problem are solved by using a new method . Firstly Biot's wave equations are reduced to the partial differential equations expressed in terms of ...
... equations of fluid- saturated poroelastic solid ( Biot's wave equations ) for axisymmetric problem are solved by using a new method . Firstly Biot's wave equations are reduced to the partial differential equations expressed in terms 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