Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 73
... indicate that the insensitivity of the material to water is partially due to the fact that the interface is the site of failure , even for dry specimens . This may also account for the lower transverse tensile strength for dry specimens ...
... indicate that the insensitivity of the material to water is partially due to the fact that the interface is the site of failure , even for dry specimens . This may also account for the lower transverse tensile strength for dry specimens ...
Page 332
... indicate a reduced SCF at the brace weld compared to a welded node . For the fillet the results indicate an increase in the SCF for forged nodes compared to welded nodes . The fillet area is , however , base metal with better fatigue ...
... indicate a reduced SCF at the brace weld compared to a welded node . For the fillet the results indicate an increase in the SCF for forged nodes compared to welded nodes . The fillet area is , however , base metal with better fatigue ...
Page 412
... indicates the uniformity of the coating . The specimens J1 & J2 indicate more uniform coating than the rest of the specimens . So in the beginning we can say the process used for J1 & J2 should be electrolytic , which can give more ...
... indicates the uniformity of the coating . The specimens J1 & J2 indicate more uniform coating than the rest of the specimens . So in the beginning we can say the process used for J1 & J2 should be electrolytic , which can give more ...
Contents
ADVANCED COMPOSITES | 1 |
The Use of GRP Materials in Platform Topsides Construction and the Regulatory Implications | 15 |
Low Cost Manufacturing Technology for FireResistant Phenolic Matrix Composites | 21 |
Copyright | |
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analysis applications approach axial behaviour bending brace calculated chord combined compared components composite compression concrete connection considered construction corrosion crack growth critical curve cycles damage depth determined direction distribution effect Engineering experimental factor failure fatigue fiber Figure finite element force fracture geometry increase indicate initial internal intersection length limit load lower material maximum mean measured mechanics metal method mode nodes nominal normal notch observed obtained offshore offshore structures parameters performance pipe plate position predicted present pressure procedure production properties range ratio reduced reinforcement Research resistance seal shear shell shown shows solutions specimens steel stiffener strain strength stress concentration structures surface Table technique temperature tensile tension thickness thread tube tubular joints weight weld