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 157
... joints T4 and T5 under in - plane bending . Joints T1 to T4 , and joint T5 under in - plane bending , have R≥0.55 . These joints all have the smallest t value , of 0.35 . Joint Current Ref . Max Max Efthymiou Max Max chord brace chord ...
... joints T4 and T5 under in - plane bending . Joints T1 to T4 , and joint T5 under in - plane bending , have R≥0.55 . These joints all have the smallest t value , of 0.35 . Joint Current Ref . Max Max Efthymiou Max Max chord brace chord ...
Page 159
... joints . Such statistics cannot be given for the K- joints because of the limited amount of data produced . It can be seen the parametric equations for both the T- and the X - joints are very accurate in reproducing the finite element ...
... joints . Such statistics cannot be given for the K- joints because of the limited amount of data produced . It can be seen the parametric equations for both the T- and the X - joints are very accurate in reproducing the finite element ...
Page 160
... joints • The T - joint results generally agree well with those predicted from Efthymiou's parametric equations . However , the agreement for the Y - joints is significantly worse by comparison ( because Efthymiou's equations are less ...
... joints • The T - joint results generally agree well with those predicted from Efthymiou's parametric equations . However , the agreement for the Y - joints is significantly worse by comparison ( because Efthymiou's equations are less ...
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