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 323
... shows a computer plot of the principal stress vectors at the intersection of tubulars , at saddle and stiffener position . This figure shows that at the saddle the principal stresses are almost perpendicular to the intersection and ...
... shows a computer plot of the principal stress vectors at the intersection of tubulars , at saddle and stiffener position . This figure shows that at the saddle the principal stresses are almost perpendicular to the intersection and ...
Page 445
... shows CTOD vs. total of the individual size of LBZ which shows more or less similar tendency to Figs . 6 and 7 . IRCGHAZ SRCGHAZ CGHAZ F.P. Line of fatigue precrack Tempered IRCGHAZ ICHAZ Tempered ICHAZ IRFGHAZ Tempered IRFGHAZ Brittle ...
... shows CTOD vs. total of the individual size of LBZ which shows more or less similar tendency to Figs . 6 and 7 . IRCGHAZ SRCGHAZ CGHAZ F.P. Line of fatigue precrack Tempered IRCGHAZ ICHAZ Tempered ICHAZ IRFGHAZ Tempered IRFGHAZ Brittle ...
Page 447
... shows a similar result for 8c vs. maximum LBZ size . Figure 17 shows 8c vs. total size of LBZ . Any of the above three numerical simulations show a very big scatter of the critical CTOD which may pose a practical difficulty to make a ...
... shows a similar result for 8c vs. maximum LBZ size . Figure 17 shows 8c vs. total size of LBZ . Any of the above three numerical simulations show a very big scatter of the critical CTOD which may pose a practical difficulty to make a ...
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