Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 79
Figure 6 shows the relationships between the nominal compressive strain Enom and maximum longitudinal local compressive strain Emar measured by the strain gauges . Emar at Enom was 1.3 % ( case 1 ) , 1.0 % ( case 2 ) , 1.2 % ( case 3 ) ...
Figure 6 shows the relationships between the nominal compressive strain Enom and maximum longitudinal local compressive strain Emar measured by the strain gauges . Emar at Enom was 1.3 % ( case 1 ) , 1.0 % ( case 2 ) , 1.2 % ( case 3 ) ...
Page 89
The failure testing results for compressive prestrained steels , C5 % , C10 % and C25 % , and tensile prestrained steel , T20 % presented the similar behavior of ductile cracking as that observed in virgin steel .
The failure testing results for compressive prestrained steels , C5 % , C10 % and C25 % , and tensile prestrained steel , T20 % presented the similar behavior of ductile cracking as that observed in virgin steel .
Page 412
The red color indicates tensile stresses whereas blue indicates compressive stresses . It is seen that the right nobs have residual tensile stresses whereas the left nobs have residual compressive stresses . Tensile stresses are also ...
The red color indicates tensile stresses whereas blue indicates compressive stresses . It is seen that the right nobs have residual tensile stresses whereas the left nobs have residual compressive stresses . Tensile stresses are also ...
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Contents
OMAE2001MAT3010 | 1 |
OMAE2001MAT3011 | 11 |
OMAE2001MAT3013 | 17 |
Copyright | |
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Common terms and phrases
analysis applied assessment bending boundary buckling calculated Charpy compared components compressive considered controlled corrosion crack crack initiation critical CTOD curve cycle defects defined deformation derivatives determined developed direction discrete displacement distribution ductile crack dynamic effect element Engineering equation estimated evaluated experiments factors failure fatigue fatigue cracks field Figure flexible force FPSO fracture toughness function geometry grain growth higher impact increase inspection International joints layer length load material maximum measured mechanical metal method microstructure node notch observed obtained offshore operation parameters performed phase pipe pipeline plastic plate predicted present pressure prestrained problem procedure range region respectively riser shown shows simulated specimens standard steel strain strength stress structures surface Table technique temperature tensile thickness weight weld yield
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 2001 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791835367, 9780791835364 |
| Export Citation | BiBTeX EndNote RefMan |