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 147
If required the chemical creep rate can be quoted by means of a second number in brackets with the prefix ' C ' . eg SR25 ( 2 ) ( C0.5 ) Table 3 Modulus to be determined at % Elongation at Break % Always 99 100 - 299 2300 25 25 & 50 100 ...
If required the chemical creep rate can be quoted by means of a second number in brackets with the prefix ' C ' . eg SR25 ( 2 ) ( C0.5 ) Table 3 Modulus to be determined at % Elongation at Break % Always 99 100 - 299 2300 25 25 & 50 100 ...
Page 365
SEVERAL APPROACHES TO DETERMINE THE BEHAVIOUR OF FLEXIBLE TUBULAR JOINTS . ... During the global analysis , the modelling of the flexibility of the joints modify the stress field determined in the static analyses .
SEVERAL APPROACHES TO DETERMINE THE BEHAVIOUR OF FLEXIBLE TUBULAR JOINTS . ... During the global analysis , the modelling of the flexibility of the joints modify the stress field determined in the static analyses .
Page 374
... of cycles to through crack Ne to the number of cycles to initiation No 02 = Principal stress at the lower side of the chord wall . ol and 02 may be determined by the global joint analysis ( FEM , Parametric formulae , testing .
... of cycles to through crack Ne to the number of cycles to initiation No 02 = Principal stress at the lower side of the chord wall . ol and 02 may be determined by the global joint analysis ( FEM , Parametric formulae , testing .
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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