Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 116
of the curvature and the axial deformations with the moment and axial force becomes highly nonlinear . In order to determine the response of the beam an integration process is carried out by relating the generalized strain increments ...
of the curvature and the axial deformations with the moment and axial force becomes highly nonlinear . In order to determine the response of the beam an integration process is carried out by relating the generalized strain increments ...
Page 406
... axial stress = total shear stress = axial stress = maximal shear stress = shear stress = torsional stress INTRODUCTION In general the transient behaviour of fluid - filled pipelines is determined by both the hydraulic and structural ...
... axial stress = total shear stress = axial stress = maximal shear stress = shear stress = torsional stress INTRODUCTION In general the transient behaviour of fluid - filled pipelines is determined by both the hydraulic and structural ...
Page 407
... axial stiffness of the pipe . At the right hand side the various external loads on the pipe in axial direction are given . The first term represents the axial force caused by the fluid pressure . In this term the Poisson's ratio is ...
... axial stiffness of the pipe . At the right hand side the various external loads on the pipe in axial direction are given . The first term represents the axial force caused by the fluid pressure . In this term the Poisson's ratio is ...
Contents
OFFSHORE | 1 |
Mechanical Properties of | 22 |
Ice Engineering | 80 |
Copyright | |
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Almen strip anticorrosion coating applied assessment axial force backfill behaviour bending Bruschi buckle buckle lengths burst pressure calculated cathodic protection circumferential coefficients compression concrete coating configuration crack propagation criteria curvature deformation depth developed diameter directional drill disbonded displacement ditch effect Engineering equations factor failure fatigue field joints flow fracture free spans gas pipeline grit blasting hoop stress hydrodynamic increase installation interaction layer length load longitudinal material maximum measured mechanical metal loss monitoring NACE niobium Offshore operating OTDR overcoating parameters pile pipeline pits plastic Polypropylene predicted resistance response sand scour seabed self-lowering sensor settlement shear shear strength shown in Figure simulated Snamprogetti soil solution specimens Statoil steel stiffness strain strain gauges strength stress stress concentration structural surface temperature thickness TMCP uneven seabed values velocity wave weld Zeepipe zone