Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 78
... Force = 7000 kN 2 ) No Axial force 3 ) Compressive Axial Force = -7000 kN 0.002 0.004 0.006 Strain 0.008 0.01 0.012 Fig . 26 : Bending moment - strain relationship : ( 1 ) tensile axial force ( 7000 kN ) ; ( 2 ) no axial force ; ( 3 ) ...
... Force = 7000 kN 2 ) No Axial force 3 ) Compressive Axial Force = -7000 kN 0.002 0.004 0.006 Strain 0.008 0.01 0.012 Fig . 26 : Bending moment - strain relationship : ( 1 ) tensile axial force ( 7000 kN ) ; ( 2 ) no axial force ; ( 3 ) ...
Page 509
... force in concrete Figure 3 : Forces in the concrete and the corrosion coating as well as strains in the steel and concrete , for a certain applied moment . ( Symmetry about mid - coating , MC . ) symmetry MC TDIT Fcmax 6 meter For the ...
... force in concrete Figure 3 : Forces in the concrete and the corrosion coating as well as strains in the steel and concrete , for a certain applied moment . ( Symmetry about mid - coating , MC . ) symmetry MC TDIT Fcmax 6 meter For the ...
Page 572
... force , KN Tmin ( kN ) 10000 Pull - in tension Stinger 90 m , lb = 50 m , fric = 0,4 10000 ☐d = 1,1 m 1000 d = 0,8 ... Force vs. Design Parameters ( Stinger Length 90 m ) 1 10 100 Depth ( m ) Fig . 5 : First - End Method 1000 Pull - In ...
... force , KN Tmin ( kN ) 10000 Pull - in tension Stinger 90 m , lb = 50 m , fric = 0,4 10000 ☐d = 1,1 m 1000 d = 0,8 ... Force vs. Design Parameters ( Stinger Length 90 m ) 1 10 100 Depth ( m ) Fig . 5 : First - End Method 1000 Pull - In ...
Contents
Current Measurements and Modelling Data Basis for Pipeline | 29 |
20 Years Learning Experience | 37 |
Innovations in Pipeline Installation | 47 |
Copyright | |
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American Gas Association analysis applied approach ASME assessment backfill behaviour bending buckling cathodic protection chromium compressive corrosion rate cost cracking criteria CTOD curve defects deformation depth diameter disbonded displacement effect Engineering equation evaluation factors failure finite element flow gas pipelines geotechnical ground movement hazards hoop stress increase influence diagram inspection installation integrity interaction internal coating joint landslide LIGHTLY CORROSIVE limit line pipe load localisation maintenance material maximum measurements mechanical method North Sea Norwegian Trench Offshore operating parameters performed pipe material Pipeline Technology plastic potential predicted pressure probabilistic risk S-N curve safety samples seabed shear strength shown in Figure SINTEF Skaha Lake slope soil resistance specimen steel strain stress Stress Corrosion Cracking surface temperature tensile tests thermal insulation tidal tie-in trench values wall thickness weld metal yield strength