Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 16, Parts 5-6American Society of Mechanical Engineers, 1997 - Arctic regions |
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Page 38
... applied in design should be obtained from a case specific , FE - analysis in compliance with the requirements in the Design Guideline . DEFINITION OF DESIGN CASES The object is to identify a number of representative design cases ( in ...
... applied in design should be obtained from a case specific , FE - analysis in compliance with the requirements in the Design Guideline . DEFINITION OF DESIGN CASES The object is to identify a number of representative design cases ( in ...
Page 122
... applied bending strain , P = the applied external pressure , P. the critical pressure for pipes under pure external pressure Ebc = the critical strain for pipes under pure bending a = 1.0 according to Murphey and Langner ( 1985 ) a ...
... applied bending strain , P = the applied external pressure , P. the critical pressure for pipes under pure external pressure Ebc = the critical strain for pipes under pure bending a = 1.0 according to Murphey and Langner ( 1985 ) a ...
Page 132
... applied . Bending and tension is applied using a displacement controlled procedure , incrementing the curvature and axial displacement of the cross- section . The rotation and displacement are directly applied at the beam node . The ...
... applied . Bending and tension is applied using a displacement controlled procedure , incrementing the curvature and axial displacement of the cross- section . The rotation and displacement are directly applied at the beam node . The ...
Contents
FREE SPANNING PIPELINEMULTISPAN PROJECTS | 11 |
RELIABILITY DESIGN SUPERB AND DNV96 PROJECTS | 45 |
Requirements to Linepipe Material and Manufacture | 99 |
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airport amplitude analysis ASME axial beam bending bending moment bottom boundary buckling calculated characteristics clad plate coefficient collapse condition corrosion cross-flow deflection deformation density Det Norske Veritas diameter direction displacement dynamic elastic Engineering equation evaluated experimental failure probability fatigue Figure floating airport flow fluid force free span function hoop stress horizontal hydrodynamic Hydroelastic in-line VIV incident waves instability region installation Japan large floating structure length limit limit state design linepipe load effects maximum measured Mega-Float method mode mooring motion MULTISPAN natural frequencies normal numerical obtained Offshore OMAE parameters pipe pipeline prediction pump reduced velocity reliability requirements response safety class safety factors safety levels seabed shown simulation Statoil steel strain stress surface Table temperature thickness titanium trawl turbulence uncertainty velocity potential vertical vibration VLFS Vortex Induced Vibrations water depth wave height welding yield strength