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 193
... range specified accurately reflects the acceptable working range for the steel supplied . Even so , both client and fabricator should be prepared to consider additional testing to prove any departure from this range , if this can be ...
... range specified accurately reflects the acceptable working range for the steel supplied . Even so , both client and fabricator should be prepared to consider additional testing to prove any departure from this range , if this can be ...
Page 451
... RANGE ( MPa ) 4x102 102 T ( mm ) 16 - 26 52 78 103 - WATERLOO CANMET - 4x10 ' 103 104 Figure 6 : 100 80 60 % Np / NT 0 O DA NT TO FINAL FRACTURE 105 NT ( cycles ) 106 107 Hot spot stress range versus total life ( NT ) 40- T ( mm ) ...
... RANGE ( MPa ) 4x102 102 T ( mm ) 16 - 26 52 78 103 - WATERLOO CANMET - 4x10 ' 103 104 Figure 6 : 100 80 60 % Np / NT 0 O DA NT TO FINAL FRACTURE 105 NT ( cycles ) 106 107 Hot spot stress range versus total life ( NT ) 40- T ( mm ) ...
Page 576
... Range Nominal stress range in brace Nominal stress range in brace Punching shear stress range in chord member Punching shear stress range in chord member Hot spot stress or strain range at weld toe Hot spot stress or strain range at ...
... Range Nominal stress range in brace Nominal stress range in brace Punching shear stress range in chord member Punching shear stress range in chord member Hot spot stress or strain range at weld toe Hot spot stress or strain range at ...
Contents
ADVANCED COMPOSITES | 1 |
PAS2tm | 9 |
OFFSHORE TECHNOLOGY GEOTECHNICAL ENGINEERING | 24 |
Copyright | |
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abrasion addition analysis applied assessment base behaviour brittle carbon carried Charpy chemical chord compared composition concrete considered cooling critical CTOD curves cycle defect depth developed direction distribution effect element energy Engineering examined fabrication factor failure fatigue crack ferrite Figure fracture fracture mechanics fracture toughness fusion geometry grain growth hardness heat input higher impact increase indicated initiation joint length loading lower material maximum measured Mechanics method microstructures normal notch observed obtained occur offshore structures parameters performed plate position practice present pressure problem procedure production properties PWHT range reduced regions respectively sampled shown shows simulated specification specimens steel steel plates stiffeners strain strength stress structures surface Table temperature tensile thermal thickness toughness treatment tubular joints values weld metal welded joints yield zone