Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 4American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 129
Proceedings of OMAE ' 01 20th International Conference on Offshore Mechanics
and Arctic Engineering June 3 - 8 , 2001 , Rio de Janeiro , Brazil WRINKLE
BEHAVIOR UNDER CYCLIC STRAIN REVERSAL IN NPS12 PIPE Sreekanta
Das , J ...
Proceedings of OMAE ' 01 20th International Conference on Offshore Mechanics
and Arctic Engineering June 3 - 8 , 2001 , Rio de Janeiro , Brazil WRINKLE
BEHAVIOR UNDER CYCLIC STRAIN REVERSAL IN NPS12 PIPE Sreekanta
Das , J ...
Page 134
20 through 39 ) , with respect to the wrinkle crest and feet . In Fig . 7 , the numbers
0 through 19 ( shown by small rectangles ) represent locations of the longitudinal
strain gauges , and the numbers 20 through 39 , ( shown by dots ) , are the ...
20 through 39 ) , with respect to the wrinkle crest and feet . In Fig . 7 , the numbers
0 through 19 ( shown by small rectangles ) represent locations of the longitudinal
strain gauges , and the numbers 20 through 39 , ( shown by dots ) , are the ...
Page 135
48 ) 29Padawa ( 28 ) J . H1 ( 28 ) OPY 4 4 6 8 Local Strain ( % ) 10 12 14 Figure
9 : Circumferential strain vs global strain for Specimen 3 Figure 10 : Fracture in
Specimen 5 crest of the wrinkle ( and it is the nearest among all the
circumferential ...
48 ) 29Padawa ( 28 ) J . H1 ( 28 ) OPY 4 4 6 8 Local Strain ( % ) 10 12 14 Figure
9 : Circumferential strain vs global strain for Specimen 3 Figure 10 : Fracture in
Specimen 5 crest of the wrinkle ( and it is the nearest among all the
circumferential ...
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Contents
POLAR AND ARCTIC | 1 |
Analysis of Ice Force Spectra in Physical Experiments | 7 |
Progressive Damage Mechanism for Ductile Failure for Polycrystalline Ice and | 15 |
Copyright | |
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analysis applied approach Arctic assessment axial bending buckle cable calculated carrier cause coefficient collapse combination compared Conference considered corrosion cost crack damage defect dependent depth detailed determined developed diameter displacement distribution dynamic effect element Engineering equation experimental factor failure field Figure flexible flow flowline fluid force foundation fracture function geometry given grooves heat increase initial inspection installation internal lateral layer length limit liner load material maximum measured Mechanics method observed obtained occur Offshore operation parameters performed phase pipe pipeline position predicted presented pressure production range ratio reduced relation resistance respectively response riser risk sand seabed shown shows simulation soil solution specimens steel strain strength stress structure surface Table temperature tests thermal thickness values wave wrinkle