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 63
... Failure Index . The failure index based on Tsai - Hill composite failure criterion [ 5 ] is defined as where F = ( 01 ) 2 + ( 02 ) 2 - ( 0102 ) + ( 12 ) 2 F = failure index XX 1 = ply stress in the fiber direction 2 = ply stress in ...
... Failure Index . The failure index based on Tsai - Hill composite failure criterion [ 5 ] is defined as where F = ( 01 ) 2 + ( 02 ) 2 - ( 0102 ) + ( 12 ) 2 F = failure index XX 1 = ply stress in the fiber direction 2 = ply stress in ...
Page 64
Failure Index Failure Index Failure Index 1 0.9 0.8 0.7 0.6 0.5 0.4- 0.3- 0.2 0.1 Failure Index 1.8 1.7 1.6 45 ° 1.3 1.2 1.1 1.5 1.4 ப Element 447 + Element 448 Element 449 △ Element 450 1 0.9 0.8 0.7 0.6 Failure Index 1.2 1.1 1 0.9 ...
Failure Index Failure Index Failure Index 1 0.9 0.8 0.7 0.6 0.5 0.4- 0.3- 0.2 0.1 Failure Index 1.8 1.7 1.6 45 ° 1.3 1.2 1.1 1.5 1.4 ப Element 447 + Element 448 Element 449 △ Element 450 1 0.9 0.8 0.7 0.6 Failure Index 1.2 1.1 1 0.9 ...
Page 140
... failure . Test Material Description Failure Temperature SEALING FUNCTION TESTS : O - rings were tested for low temperature sealing characteristics . The O ... Failure Failure Variant No HOURS AT AMBIENT HOURS HOURS AT AT HOURS AT HOURS 140.
... failure . Test Material Description Failure Temperature SEALING FUNCTION TESTS : O - rings were tested for low temperature sealing characteristics . The O ... Failure Failure Variant No HOURS AT AMBIENT HOURS HOURS AT AT HOURS AT HOURS 140.
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