Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 112
... pipe and t is pipe wall thickness ; and F , and F are the geometry factors for the tension and bending component of stress , respectively . For the case where only a stress value is given with no specification of whether it is tension ...
... pipe and t is pipe wall thickness ; and F , and F are the geometry factors for the tension and bending component of stress , respectively . For the case where only a stress value is given with no specification of whether it is tension ...
Page 150
... pipe stress during the simulated time . In the design process , the engineer can modify the pipe weight to obtain an acceptable displacement and stress for the design metocean conditions . Small displacements are acceptable and will ...
... pipe stress during the simulated time . In the design process , the engineer can modify the pipe weight to obtain an acceptable displacement and stress for the design metocean conditions . Small displacements are acceptable and will ...
Page 253
... Pipe Ram Suches Pipe Ham Connector Wellhead Connections to the choke manifold Gooseneck hoses ( Kill and choke ) Sea level Riser string and accessories Lower marine riser package- LMRP Yellow pod Lower parts of the BOP Choke outlet line ...
... Pipe Ram Suches Pipe Ham Connector Wellhead Connections to the choke manifold Gooseneck hoses ( Kill and choke ) Sea level Riser string and accessories Lower marine riser package- LMRP Yellow pod Lower parts of the BOP Choke outlet line ...
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amplitude applied approach Arctic Engineering assessment Bay of Campeche calculated coefficient components Conference on Offshore considered corrosion cost crack growth criteria damage deck defect distribution dynamic effect element equation estimate evaluated evidential reasoning approach factor fatigue Figure FPSO frequency function fuzzy given Guedes Soares hydrostatic test inspection planning installation jack-up linear maintenance marine maximum Mechanics and Arctic method monopod nonlinear North West Shelf obtained Offshore Mechanics offshore structures operations optimal parameters peak pipe pipeline prediction probabilistic probability density probability density function probability of failure procedure random variables reliability analysis reliability index response return period Rio de Janeiro riser risk risk based inspection safety seismic ship significant wave height simulation spectral spectrum statistical steel storm stress structural reliability subsea surface Table temperature theory ultimate strength uncertainty valves velocity water depth Weibull distribution wind