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 122
For the Charpy specimen of width W = 10 mm , iw ( = W / c , ) is calculated as 1.96 x 10-6 s with an unbounded dilatational wave speed c , = 5.1 x 106 mm / s , which yields tq = 0.055 x 10-3 s . In the present Charpy test , the loading ...
For the Charpy specimen of width W = 10 mm , iw ( = W / c , ) is calculated as 1.96 x 10-6 s with an unbounded dilatational wave speed c , = 5.1 x 106 mm / s , which yields tq = 0.055 x 10-3 s . In the present Charpy test , the loading ...
Page 200
W.M. 500 F.L. F.L. + 1mm 400 Ка Calculated Ka F.L. + 3mm -F.L. + 5mm 300 F.L + 7mmFracture Toughness , Ka & Kc [ MPa ( m ) 2 ) 200 MEE UA ( GHAZ FGHAZ DO SCHAZ ICGHAZ ICHAZ 100 0 4 6 8 Distance From F.L. ( mm ) Fig . 11.
W.M. 500 F.L. F.L. + 1mm 400 Ка Calculated Ka F.L. + 3mm -F.L. + 5mm 300 F.L + 7mmFracture Toughness , Ka & Kc [ MPa ( m ) 2 ) 200 MEE UA ( GHAZ FGHAZ DO SCHAZ ICGHAZ ICHAZ 100 0 4 6 8 Distance From F.L. ( mm ) Fig . 11.
Page 253
used to calculate stress intensity factors , as shown in Figures 3 . ... P ' , on the crack front of surface cracks in Tplate joints with built - in ends could be calculated from the solution for a T - plate with free ends multiplied by ...
used to calculate stress intensity factors , as shown in Figures 3 . ... P ' , on the crack front of surface cracks in Tplate joints with built - in ends could be calculated from the solution for a T - plate with free ends multiplied by ...
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Contents
OMAE2001MAT3010 | 1 |
OMAE2001MAT3011 | 11 |
OMAE2001MAT3013 | 17 |
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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 |