Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 104
... position with respect to the bedline might be af- fected by macro - sediment transport phenomena . The loose sediment is considerably thicker than the pipe diameter and possibly subjected to liquefac- tion during severe storms . The ...
... position with respect to the bedline might be af- fected by macro - sediment transport phenomena . The loose sediment is considerably thicker than the pipe diameter and possibly subjected to liquefac- tion during severe storms . The ...
Page 325
... position Note ) Notch position ( Pipe B ) HAZ 1mm 3mm WM FL 5mm Fig.18 Charpy V - notch energy at different notch positions of seam weld . 4.3 Corrosion Resistance of CRA Layer The pitting corrosion test results of the CRA UOE pipe body ...
... position Note ) Notch position ( Pipe B ) HAZ 1mm 3mm WM FL 5mm Fig.18 Charpy V - notch energy at different notch positions of seam weld . 4.3 Corrosion Resistance of CRA Layer The pitting corrosion test results of the CRA UOE pipe body ...
Page 327
... position WM 0.05 0.04 0.03 ∞ 000 o goo FL Toe 1 FL Toe BM WM FL Toe WM FL Toe Notch position Note ) Test specimen Size : 14t x28w X 160 ! Notch : 50 % fatigue notch Fig.24 CTOD test results of Incoloy 825 clad UOE pipe . 6 ...
... position WM 0.05 0.04 0.03 ∞ 000 o goo FL Toe 1 FL Toe BM WM FL Toe WM FL Toe Notch position Note ) Test specimen Size : 14t x28w X 160 ! Notch : 50 % fatigue notch Fig.24 CTOD test results of Incoloy 825 clad UOE pipe . 6 ...
Contents
OFFSHORE | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
OFFSHORE TECHNOLOGY | 56 |
Copyright | |
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addition allowable analysis applied approximately areas assessment associated assumed bending buckle calculated carried coating concrete considered construction corrosion crack criteria curvature deformation depth described determined developed diameter direction displacement distribution effect Engineering environment equations expected experiment factor failure field Figure flow force free spans increase initial installation interaction internal joint length limit load longitudinal lower material maximum measured mechanical method movement observed obtained occur Offshore operating parameters performed pile pipe pipeline pits plastic position predicted present pressure problem produced Quality range reduced relative resistance respectively response sand scour seabed shear shown shows significant simulated soil solution specimens stability steel stiffness strain strength stress structural subjected surface Table Technology temperature thickness values wall wave weld yield zone