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 MECHANICS AND ARCTIC ENGINEERING | 28 |
Fire and Pollution Safety | 36 |
Probabilistic Response Modelling | 56 |
Copyright | |
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Alberta Almen strip anticorrosion coating applied assessment backfill behaviour bending buckle lengths buckling burst pressure calculated cathodic protection compression concrete configuration cost crack propagation curvature deformation depth developed diameter directional drill disbonded displacement ditch effect Engineering environment equations factor failure FE analysis flow free spans friction gas pipeline grit blasting hoop stress increase installation integrity interaction length liquid load longitudinal material maximum measured mechanical metal loss monitoring NACE niobium offshore OLGA operating OTDR overcoating parameters Permafrost pile pipeline pipeline system pits plane strain plastic polychloroprene Polypropylene predictions Qinghai resistance scour seabed sensor settlement shear shear strength shown in Figure simulated Snamprogetti soil solution specimens steel stiffness strain strain gauges strength stress stress concentration structural surface Table temperature thickness TMCP values velocity wall wave weld Zeepipe zone