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 105
Figure 20 shows the pipe - soil interaction of lateral spreading . 0 50 100 150 200 Permanent ground displacement , cm Figure 21 Relationship between strain ratio and PGD ( lateral spreading ) Figure 22 shows the schematic deformation ...
Figure 20 shows the pipe - soil interaction of lateral spreading . 0 50 100 150 200 Permanent ground displacement , cm Figure 21 Relationship between strain ratio and PGD ( lateral spreading ) Figure 22 shows the schematic deformation ...
Page 132
Figure 7 ( b ) shows the shape of the specimens used in air , and Fig . 7 ( c ) shows the shape of the specimens used in artificial seawater . For the fatigue tests in air , a 100kN electro - hydraulic fatigue machine was used .
Figure 7 ( b ) shows the shape of the specimens used in air , and Fig . 7 ( c ) shows the shape of the specimens used in artificial seawater . For the fatigue tests in air , a 100kN electro - hydraulic fatigue machine was used .
Page 169
Figure 6 shows an example of IGF formed in the HAZ of the new steel in Figure 5. In the same way as in TiO steels , IGF is formed from an oxide and grows radially in the new steel . Figure 7 shows a comparison of the HAZ toughness of ...
Figure 6 shows an example of IGF formed in the HAZ of the new steel in Figure 5. In the same way as in TiO steels , IGF is formed from an oxide and grows radially in the new steel . Figure 7 shows a comparison of the HAZ toughness of ...
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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 |