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 117
2.2 Fabrication of Test Specimens for the Resistivity Study of the Concrete Battery Milliomele . ༽ Hoito Potentio meler A concrete beam specimen of size 10 cm x 10 cm x 50 cm is chosen for the test . According to the mix proportions ...
2.2 Fabrication of Test Specimens for the Resistivity Study of the Concrete Battery Milliomele . ༽ Hoito Potentio meler A concrete beam specimen of size 10 cm x 10 cm x 50 cm is chosen for the test . According to the mix proportions ...
Page 201
mm as 3 present data for specimens fabricated from 25 mm plate for the Basic and Alternate 1 profiles , respectively . These reveal a distinction between the 13 and 25 mm Basic profile data , with greater fatigue life for the thinner ...
mm as 3 present data for specimens fabricated from 25 mm plate for the Basic and Alternate 1 profiles , respectively . These reveal a distinction between the 13 and 25 mm Basic profile data , with greater fatigue life for the thinner ...
Page 265
In addition , it was not possible to calculate KASME for those specimens in Figure 4a designated by the circled star because ... 0.26 13-3 A 82 NLEFM This discussion will identify di for each of the test specimen configurations and will ...
In addition , it was not possible to calculate KASME for those specimens in Figure 4a designated by the circled star because ... 0.26 13-3 A 82 NLEFM This discussion will identify di for each of the test specimen configurations and will ...
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Contents
ADVANCED COMPOSITES | 1 |
The Use of GRP Materials in Platform Topsides Construction and the Regulatory Implications | 15 |
SAFETY AND RELIABILITY | 17 |
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analysis applications axial behaviour bending brace calculated chord combined compared components composite Composite Materials compression concrete connection considered construction corrosion crack critical curve cycles damage determined developed distribution effect element Engineering environment experimental factor failure fatigue fiber Figure finite element force fracture geometry increase indicate influence 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 predicted present pressure production properties range ratio reduced reinforcement Research resin resistance seal shear shell shown shows solutions specimens steel stiffener stiffness strain strength stress stress concentration structures surface Table techniques temperature tensile tension thickness thread tube tubular joints weight weld