Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 31
... values for the recommended composite riser system divided by the correspnding value for the baseline steel system ( 20 - inch I.D. , 0.625 inch wall thickness , 145,000 psi ultimate ) . Table 3 Comparison of System Parameter Values ...
... values for the recommended composite riser system divided by the correspnding value for the baseline steel system ( 20 - inch I.D. , 0.625 inch wall thickness , 145,000 psi ultimate ) . Table 3 Comparison of System Parameter Values ...
Page 162
... values , typically from 7 % to 21 % . Testing of prototypes to determine required installation forces and sealability over the given tolerance ranges can be conducted and correlated to a finite element model to determine the minimum ...
... values , typically from 7 % to 21 % . Testing of prototypes to determine required installation forces and sealability over the given tolerance ranges can be conducted and correlated to a finite element model to determine the minimum ...
Page 258
... values of weld HAZ are widely scattered due to the variation in the microstructures caused by the various welding thermal cycles . Therefore , it is important to compare the critical CTOD values of weld HAZ quantitatively among the ...
... values of weld HAZ are widely scattered due to the variation in the microstructures caused by the various welding thermal cycles . Therefore , it is important to compare the critical CTOD values of weld HAZ quantitatively among the ...
Contents
ADVANCED COMPOSITES | 1 |
Probabilistic Aspects of HAZ CTOD Value of Multipass Welded Joint of Steel for Offshore | 5 |
The Use of GRP Materials in Platform Topsides Construction and the Regulatory Implications | 15 |
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analysis applications as-welded ASTM axial load behaviour bending brace calculated chord Composite Materials compressive strength corrosion rate crack growth CTOD cycles damage delamination elastomer Engineering environment epoxy experimental failure fatigue crack fatigue design fatigue strength fatigue tests Figure finite element finite element analysis fracture mechanics fracture toughness geometry increase initial installation interlaminar fracture laminate layers marine matrix maximum mean stress method Mode modulus moisture nodes nominal notch obtained offshore structures optical fiber parameters performance phenolic pipe plate thickness platform pre-load predicted pressure principal stress pultrusion rebar reinforcement resin resistance riser rubber S-N curves sea water seal shear stress shell shown in Fig space frame specimens steel strain stress concentration stress concentration factor stress range surface crack Table techniques tensile strength tension thickness effect thread tube tubular joints values water mixed concrete weight weld toe welded joints yield strength zone