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 383
... DEPTH , a , mm 30 20 10 PREDICTION TWI TEST Fooo 5 1.0 NORMALIZED CRACK DEPTH , T 0.8 G 0.6 76 0.4 0.2 PREDICTION W6-20 W14-28 06 + 0 10 + 5 20 + 5 30 + 5 40 + 5 50 + 5 CYCLES , N Fig . 7 Comparison of Predicted and Tested Crack Growth ...
... DEPTH , a , mm 30 20 10 PREDICTION TWI TEST Fooo 5 1.0 NORMALIZED CRACK DEPTH , T 0.8 G 0.6 76 0.4 0.2 PREDICTION W6-20 W14-28 06 + 0 10 + 5 20 + 5 30 + 5 40 + 5 50 + 5 CYCLES , N Fig . 7 Comparison of Predicted and Tested Crack Growth ...
Page 470
... Depth , in 0.3 Welded tensile panels Large surface flaw Weld center Match type :。= Under △ = Normal + = Base metal × = Over хохохох 8 • xx44 10 Fig . 15 . Crack Depth , mm Experimental data showing how crack depth increases with ...
... Depth , in 0.3 Welded tensile panels Large surface flaw Weld center Match type :。= Under △ = Normal + = Base metal × = Over хохохох 8 • xx44 10 Fig . 15 . Crack Depth , mm Experimental data showing how crack depth increases with ...
Page 646
... Depth of Attach ( microns ) Average Weid Metal Loss * + with Respect to Base Mtl Range of Depth of Attack in Weld Metal + first pass last pass 1 ABC 150 46 -124 40 / 273 0 0 -112 153 80 380 -269 / -20 173 483 2 3 D20 190 90 / 303 0 0 E ...
... Depth of Attach ( microns ) Average Weid Metal Loss * + with Respect to Base Mtl Range of Depth of Attack in Weld Metal + first pass last pass 1 ABC 150 46 -124 40 / 273 0 0 -112 153 80 380 -269 / -20 173 483 2 3 D20 190 90 / 303 0 0 E ...
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