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 248
For all the other models , the position along the crack front with the largest
applied CTOD was at the deepest point of the crack ( Q = 1 / 2 ) . The Level I
assessment method is shown to give very conservative predictions for applied
CTOD .
For all the other models , the position along the crack front with the largest
applied CTOD was at the deepest point of the crack ( Q = 1 / 2 ) . The Level I
assessment method is shown to give very conservative predictions for applied
CTOD .
Page 322
For the CTOD specimens , LT means that fatigue crack grows transverse to the
rolling direction and T - L means ... The CTOD fracture toughness test was
conducted in a cell filled with buffer solution of IN Na2CO3 and IN NaHCO3 ( pH
7 . 63 ) .
For the CTOD specimens , LT means that fatigue crack grows transverse to the
rolling direction and T - L means ... The CTOD fracture toughness test was
conducted in a cell filled with buffer solution of IN Na2CO3 and IN NaHCO3 ( pH
7 . 63 ) .
Page 323
grows perpendicularly to the rolling direction , was larger than the CTOD of T - L ,
in which the crack grows parallel to the rolling direction . Under over protection
less than - 1 . 5V , the CTOD of T . L base metal was smaller than the API ...
grows perpendicularly to the rolling direction , was larger than the CTOD of T - L ,
in which the crack grows parallel to the rolling direction . Under over protection
less than - 1 . 5V , the CTOD of T . L base metal was smaller than the API ...
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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 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 |