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 68
... axial displacement does not significantly increase for increasing soil displacement from 0.1 m to 1.0 m . Figs . 6 to 8 show the relationship between the ground displacements and the induced axial loads : for large soil movement the ...
... axial displacement does not significantly increase for increasing soil displacement from 0.1 m to 1.0 m . Figs . 6 to 8 show the relationship between the ground displacements and the induced axial loads : for large soil movement the ...
Page 399
... axial load P / P N / N 1.2 1 0.8 Bruschi Loc Max 0.6 0.002 0.4 413 MPa pressure and axial 0.2 0 0.28 -0.50 0.1 0.2 0-0.50 0.3 Dimensionless axial load 0.4 Using the non central composite design , the following ( 22 + 2x2 + 1 = 9 ) tests ...
... axial load P / P N / N 1.2 1 0.8 Bruschi Loc Max 0.6 0.002 0.4 413 MPa pressure and axial 0.2 0 0.28 -0.50 0.1 0.2 0-0.50 0.3 Dimensionless axial load 0.4 Using the non central composite design , the following ( 22 + 2x2 + 1 = 9 ) tests ...
Page 509
... axial force in the concrete may rise to a higher level than the concrete can accomodate , and crushing occurs . A typical distribution of the maximum axial force in the concrete is shown in Fig.4 . For concrete coating used for offshore ...
... axial force in the concrete may rise to a higher level than the concrete can accomodate , and crushing occurs . A typical distribution of the maximum axial force in the concrete is shown in Fig.4 . For concrete coating used for offshore ...
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