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 94
... solutions . The pH values of all the solutions were kept constant throughout the test period . The solutions initially were observed to have pH values of 7.87 , 7.92 and 7.98 for the 5 % , 10 % and 25 % concen- trations chosen . The pH ...
... solutions . The pH values of all the solutions were kept constant throughout the test period . The solutions initially were observed to have pH values of 7.87 , 7.92 and 7.98 for the 5 % , 10 % and 25 % concen- trations chosen . The pH ...
Page 294
... solutions are significant and the differences between these two model solutions are considerable . The 3 - D analysis indicates that the computing cost for a 3 - D model , which is significant in size , can be moderate . The boundary ...
... solutions are significant and the differences between these two model solutions are considerable . The 3 - D analysis indicates that the computing cost for a 3 - D model , which is significant in size , can be moderate . The boundary ...
Page 294
... solutions are significant and the differences between these two model solutions are considerable . The 3 - D analysis indicates that the computing cost for a 3 - D model , which is significant in size , can be moderate . FINITE ELEMENT ...
... solutions are significant and the differences between these two model solutions are considerable . The 3 - D analysis indicates that the computing cost for a 3 - D model , which is significant in size , can be moderate . FINITE ELEMENT ...
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