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
The loading rate was 1 mm / sec . not directly depended on YS . Figure 6 shows
the relationships between the nominal compressive strain Enom and maximum
longitudinal local compressive strain Emax measured by the strain gauges .
The loading rate was 1 mm / sec . not directly depended on YS . Figure 6 shows
the relationships between the nominal compressive strain Enom and maximum
longitudinal local compressive strain Emax measured by the strain gauges .
Page 87
In order to discuss the effect of prestrain and its degree on ductile crack initiation
behavior , 5 % , 10 % and 25 % compressive prestrained specimens ( denotes
C5 % , C10 % and C25 % , respectively ) and 20 % tensile prestrained
specimens ...
In order to discuss the effect of prestrain and its degree on ductile crack initiation
behavior , 5 % , 10 % and 25 % compressive prestrained specimens ( denotes
C5 % , C10 % and C25 % , respectively ) and 20 % tensile prestrained
specimens ...
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 present
in ...
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 present
in ...
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Contents
OMAE2001MAT3010 | 1 |
OMAE2001MAT3011 | 11 |
OMAE2001MAT3013 | 17 |
Copyright | |
45 other sections not shown
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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 finite element flexible FPSO fracture toughness function geometry grain growth higher impact increase inspection International joints layer length loading 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 |