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
... bending brace values in joint T7 under in- and out - of - plane bending The R value is ≥ 0.7 only in joint T3 under axial load and in joints T4 and T5 under in - plane bending . Joints T1 to T4 , and joint T5 under in - plane bending ...
... bending brace values in joint T7 under in- and out - of - plane bending The R value is ≥ 0.7 only in joint T3 under axial load and in joints T4 and T5 under in - plane bending . Joints T1 to T4 , and joint T5 under in - plane bending ...
Page 158
- plane bending , Table 14 , the agreement is , by comparison , much better the majority are within 10 % of Efthymiou's predictions . The general agreement for the out - of - plane bending load case , Table 16 , appears to be reasonable ...
- plane bending , Table 14 , the agreement is , by comparison , much better the majority are within 10 % of Efthymiou's predictions . The general agreement for the out - of - plane bending load case , Table 16 , appears to be reasonable ...
Page 159
... bending R = ( 6.22-10.600 +5.03492 ) R45 · ( 5 ) ( 6 ) c . out - of - plane bending R = ( 1.516 + 0.6630 ) ( 7 ) R45 e in Eqns . ( 5 ) - ( 7 ) are in radians . ( Validity range : 30 ° ≤0≤60 ° ) T - joints The estimation equations for ...
... bending R = ( 6.22-10.600 +5.03492 ) R45 · ( 5 ) ( 6 ) c . out - of - plane bending R = ( 1.516 + 0.6630 ) ( 7 ) R45 e in Eqns . ( 5 ) - ( 7 ) are in radians . ( Validity range : 30 ° ≤0≤60 ° ) T - joints The estimation equations for ...
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