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 48
applied mean load or stress range . From figures 9 ( a ) and 9 ( b ) the only unsatisfactory set of results would be those obtained at the lowest monitored mean stress and cyclic stress range , both at 40 MPa .
applied mean load or stress range . From figures 9 ( a ) and 9 ( b ) the only unsatisfactory set of results would be those obtained at the lowest monitored mean stress and cyclic stress range , both at 40 MPa .
Page 135
18 Range of stress intensity factor at corrosion pits and cracks in transition zone of S2 and C2 specimens . The length and depth of the single corrosion pits and single fatigue cracks are defined respectively as 2c and a .
18 Range of stress intensity factor at corrosion pits and cracks in transition zone of S2 and C2 specimens . The length and depth of the single corrosion pits and single fatigue cracks are defined respectively as 2c and a .
Page 331
5 Dah 10mm 4 Upte breaking through thickness HSS range ( MPa ) 10 Crack long 100 16.4 2 4 $ 1E - 6 2 4 016-6 2 4 6 167 Number of cycles ( N10 ) Fig.2 Fatigue life of T - joints ( crack length , 10mm ) 100 1E + 4 2 6 6 81E - 6 2 6 81E ...
5 Dah 10mm 4 Upte breaking through thickness HSS range ( MPa ) 10 Crack long 100 16.4 2 4 $ 1E - 6 2 4 016-6 2 4 6 167 Number of cycles ( N10 ) Fig.2 Fatigue life of T - joints ( crack length , 10mm ) 100 1E + 4 2 6 6 81E - 6 2 6 81E ...
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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 |