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 69
... observed to lower the glass transition by 30 ° C . The T , depression is more likely greater than that observed since these datum where collected while sweeping frequency at various temperatures , thereby prolonging sample exposure to ...
... observed to lower the glass transition by 30 ° C . The T , depression is more likely greater than that observed since these datum where collected while sweeping frequency at various temperatures , thereby prolonging sample exposure to ...
Page 119
... observed . Resistivity of the fresh water mixed concrete and sea water mixed concrete exposed in the atmospheric zone is higher than that of the concrete exposed in tidal and immersed zones . The concrete resistivity observed in tidal ...
... observed . Resistivity of the fresh water mixed concrete and sea water mixed concrete exposed in the atmospheric zone is higher than that of the concrete exposed in tidal and immersed zones . The concrete resistivity observed in tidal ...
Page 120
... observed after 180 days of exposure in the immersed zone is less than that of the corrosion rate observed during the same period in the atmospheric zone ( Fig.4 ) and in the tidal zone ( Fig.5 ) . This may be due to the fact that in the ...
... observed after 180 days of exposure in the immersed zone is less than that of the corrosion rate observed during the same period in the atmospheric zone ( Fig.4 ) and in the tidal zone ( Fig.5 ) . This may be due to the fact that in 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