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
The loss of strength in T2C145 / F263 specimens exposed to salt water is about the same as for fresh water , indicating salt does not seem to have any significant effect on the moisture degradation process in this system .
The loss of strength in T2C145 / F263 specimens exposed to salt water is about the same as for fresh water , indicating salt does not seem to have any significant effect on the moisture degradation process in this system .
Page 332
Welded 4.523 E7 Simple 5.324 E7 Complex 5.210 27 6.696 E7 8.220 E7 8.412 E7 The results indicate that the capacity of the forged nodes are 15-25 % higher than for the welded nodes . Fatigue evaluation of the fillet and chord weld area ...
Welded 4.523 E7 Simple 5.324 E7 Complex 5.210 27 6.696 E7 8.220 E7 8.412 E7 The results indicate that the capacity of the forged nodes are 15-25 % higher than for the welded nodes . Fatigue evaluation of the fillet and chord weld area ...
Page 412
Copper looks bright the electron micrographs . across can more on was DISCUSSIONS : The results indicate the thickness of coating of all the wires is around the minimum requirement . The variation indicates the uniformity of the coating ...
Copper looks bright the electron micrographs . across can more on was DISCUSSIONS : The results indicate the thickness of coating of all the wires is around the minimum requirement . The variation indicates the uniformity of the coating ...
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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