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 7
... direction Carbon ( T300 ) Glass ( S - type ) 140,000 56,000 intact cracked * intact cracked * matrix matrix matrix matrix Transverse direction 8,000 1,000 16,000 1,000 Principal shear 4,100 1,000 7,700 1,000 Poisson's ratio 0.28 0.28 ...
... direction Carbon ( T300 ) Glass ( S - type ) 140,000 56,000 intact cracked * intact cracked * matrix matrix matrix matrix Transverse direction 8,000 1,000 16,000 1,000 Principal shear 4,100 1,000 7,700 1,000 Poisson's ratio 0.28 0.28 ...
Page 352
... direction of the crack and rolling direction of the plate becomes different when the crack grows . In the case of surface cracks of welded tubular joints , the direction of the crack growth is always through thickness , thus it is ...
... direction of the crack and rolling direction of the plate becomes different when the crack grows . In the case of surface cracks of welded tubular joints , the direction of the crack growth is always through thickness , thus it is ...
Page 363
... direction prior to the length direction . That is its growgth rate in depth direction will be greater than that in length direction , the crack will propagate mainly in depth direction until it penetrates the wall thickness of chord ...
... direction prior to the length direction . That is its growgth rate in depth direction will be greater than that in length direction , the crack will propagate mainly in depth direction until it penetrates the wall thickness of chord ...
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