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 0.006 Strain 0.008 0.01 0.012 Fig . 26 : Bending moment - strain relationship : ( 1 ) tensile axial force ( 7000 kN ) ; ( 2 ) no axial force ; ( 3 ) compressive axial ...
... Force = 7000 KN 2 ) No Axial force 3 ) Compressive Axial Force = -7000 kN 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 ) compressive axial ...
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 vs. Design Parameters ( Stinger Length 120 m ) Pull force Friction coeff = 0.4 60 4 inch 8 inch △ 12 inch Pull force , KN 40 60 20 20 Ro Connection target area Flowline during pull - in Flowline before pull - in Fig . 6 : Model ...
... Force vs. Design Parameters ( Stinger Length 120 m ) Pull force Friction coeff = 0.4 60 4 inch 8 inch △ 12 inch Pull force , KN 40 60 20 20 Ro Connection target area Flowline during pull - in Flowline before pull - in Fig . 6 : Model ...
Contents
ENVIRONMENTAL CONSIDERATIONS | 1 |
GEOTECHNICS I | 65 |
VOLUME IA OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING | 125 |
Copyright | |
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analysis applied Arctic ASME assessment axial force backfill behaviour bending bending moment buckling cathodic cathodic protection chromium compressive corrosion rate cost crack criteria CTOD curvature curve defects deformation diameter disbonded displacement effect Engineering equation evaluation factors failure finite element flow free spans geotechnical ground movement hoop stress increase inspection installation integrity interaction joint landslide length LIGHTLY CORROSIVE limit line pipe load localisation material maximum measurements Mechanics method North Sea Norwegian Trench Offshore OMAE operating parameters performed pipe material pipeline Pipeline Technology plastic potential predicted probabilistic reliability resistance risk safety seabed seam weld shear shear strength simulation SINTEF Skaha Lake slope Snamprogetti soil specimen steel strain strength stress Stress Corrosion Cracking surface temperature tensile tests tie-in trench values velocity vortex shedding wall thickness water depth wave weld metal yield strength