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 64
It is obvious that an increase of tensile strength can be achieved by increasing cooling rate , especially , increment in tensile strength is larger under higher cooling rate over 15 ° C / sec . Fig . 2 shows the continuous cooling ...
It is obvious that an increase of tensile strength can be achieved by increasing cooling rate , especially , increment in tensile strength is larger under higher cooling rate over 15 ° C / sec . Fig . 2 shows the continuous cooling ...
Page 105
On the other hand , no local buckling initiates although strain ratio increase with respect to maximum ground displacement . 12 16 110 Figure 17 Geometry of specimen for low cycle fatigue test -Lateral - Longi .
On the other hand , no local buckling initiates although strain ratio increase with respect to maximum ground displacement . 12 16 110 Figure 17 Geometry of specimen for low cycle fatigue test -Lateral - Longi .
Page 106
materials increases with respect to displacement of fault movement as well as in lateral spreading . However , local buckling initiates in the pipe of low n - value type material when displacement of fault movement reaches about 100cm .
materials increases with respect to displacement of fault movement as well as in lateral spreading . However , local buckling initiates in the pipe of low n - value type material when displacement of fault movement reaches about 100cm .
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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 |