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 axial behaviour bending brace calculated carried chord combined compared components composite Composite Materials compression concrete connection considered construction corrosion crack crack growth critical curve cycles damage determined developed distribution effect element Engineering experimental factor failure fatigue fiber Figure finite element force fracture geometry increase indicate initial internal laminate length limit load lower Marine material matrix maximum mean measured mechanical method Mode nodes nominal normal observed obtained offshore operation parameters performance pipe plate platform position predicted present pressure production properties range ratio reduced reinforcement Research resin resistance seal shear shell shown shows specimen steel stiffener stiffness strain strength stress concentration structures surface Table techniques temperature tensile tension thickness thread tube tubular joints weight weld