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 140
Proprietary , Experimental Variant 111-11-2 -40 ° F Proprietary , Experimental Variant 111-11-3 -35 ° F The material candidates for testing included three commercial compounds and four proprietary experimental variants .
Proprietary , Experimental Variant 111-11-2 -40 ° F Proprietary , Experimental Variant 111-11-3 -35 ° F The material candidates for testing included three commercial compounds and four proprietary experimental variants .
Page 323
This model gave the closest result to the experimental SCF's from the steel models for an unstiffened joint . Compared to the FE analysis of the tubular joints using semi - loof shell elements only , the combined model resulted in a ...
This model gave the closest result to the experimental SCF's from the steel models for an unstiffened joint . Compared to the FE analysis of the tubular joints using semi - loof shell elements only , the combined model resulted in a ...
Page 447
10 O 0 2 4 6 8 10 2 4 6 8 10 Iteration Size of LBZ ( l ) based on experimental frequency distribution No. of LBZ No. of LBZ for n ( a ) Experiment ( b ) Simulation Determination of ôc for each LBZ using Öcal = const . Fig .
10 O 0 2 4 6 8 10 2 4 6 8 10 Iteration Size of LBZ ( l ) based on experimental frequency distribution No. of LBZ No. of LBZ for n ( a ) Experiment ( b ) Simulation Determination of ôc for each LBZ using Öcal = const . Fig .
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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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Common terms and phrases
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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1990 |
| Export Citation | BiBTeX EndNote RefMan |