Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 7, Part 3American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 81
... chord intersection under the above mentioned brace forces using a finite element analysis program TUJAP . Figures 4 and 5 show the SCF distributions along the chord side weld toe and through the chord wall at the 9 o'clock position ...
... chord intersection under the above mentioned brace forces using a finite element analysis program TUJAP . Figures 4 and 5 show the SCF distributions along the chord side weld toe and through the chord wall at the 9 o'clock position ...
Page 158
... chord and assuming that the end sections of the chord were free to deform in their planes or had these deformations prevented by the existence of rigid diaphragms . The chord length used in the experiments conducted at The University of ...
... chord and assuming that the end sections of the chord were free to deform in their planes or had these deformations prevented by the existence of rigid diaphragms . The chord length used in the experiments conducted at The University of ...
Page 159
... chord length had at the final loading stage a horizontal diameter of 18.587 inches and a vertical diameter of 13.756 ... chord ( a ) 140 in ( b ) 60 in 400 200 0.0 10 1 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 Deflection , in . 1.0 Fig . 7 ...
... chord length had at the final loading stage a horizontal diameter of 18.587 inches and a vertical diameter of 13.756 ... chord ( a ) 140 in ( b ) 60 in 400 200 0.0 10 1 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 Deflection , in . 1.0 Fig . 7 ...
Contents
ADVANCED COMPOSITES | 1 |
A Study of the MultiLayered GRP Composite Cylindrical Vessel | 13 |
Resistance of Composite Structures to Impact Loads | 19 |
Copyright | |
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addition analysis applied areas assessment base bending brittle calculated carbon carried Charpy chemical chord coarse grained compared composite concrete considered cooling crack tip critical CTOD curve cycle defect depth determined developed direction distribution effect element energy Engineering examined fabrication factor failure fatigue crack ferrite Figure fracture mechanics fracture toughness fusion geometry growth hardness heat input higher impact increase initiation length load lower material maximum measured Mechanics method microstructures normal notch observed obtained occur offshore parameters performed plastic plate position present pressure problem procedure production properties range reduced region Research respectively sampled shown shows simulated specific specimens steel steel plates stiffeners strain strength stress structures surface Table temperature tensile thickness tubular values weld metal welded joints weldments wide yield zone