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 117
2.2 Fabrication of Test Specimens for the Resistivity Study of the Concrete BatteryMilliomete . Hilih Potentio meter 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 BatteryMilliomete . Hilih Potentio meter 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 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 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 ... for each of the test specimen configurations and will calculate constraint values , a function of the hydrostatic ...
In addition , it was not possible to calculate KASME for those specimens in Figure 4a designated by the circled star ... for each of the test specimen configurations and will calculate constraint values , a function of the hydrostatic ...
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Contents
ADVANCED COMPOSITES | 1 |
P R Godfrey and A G Davis | 15 |
Low Cost Manufactruring 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 element Engineering experimental factor failure fatigue fiber Figure finite element force fracture fracture mechanics geometry increase indicate influence 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 reinforcement Research resistance seal shear shell shown shows specimens steel stiffener strain strength stress concentration structures surface Table technique temperature tension thickness thread tube tubular joints weight weld