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
The size of the pipe used was taken from the information provided on the stress histories . For the BP load history a pipe diameter of 28 inches was used with a wall thickness of 0.92 inch . For the Exxon load history a pipe diameter of ...
The size of the pipe used was taken from the information provided on the stress histories . For the BP load history a pipe diameter of 28 inches was used with a wall thickness of 0.92 inch . For the Exxon load history a pipe diameter of ...
Page 149
The spreading distribution is a function of two parameters , the mean wave direction , 0o , and the spreading parameter , O. Program L3FORCE produces a time series of hydrodynamic drag and lift forces at each pipe node , for a ...
The spreading distribution is a function of two parameters , the mean wave direction , 0o , and the spreading parameter , O. Program L3FORCE produces a time series of hydrodynamic drag and lift forces at each pipe node , for a ...
Page 150
The result of running the AGA dynamic pipeline simulation programs is an estimate of the maximum lateral displacement and pipe stress during the simulated time . In the design process , the engineer can modify the pipe weight to obtain ...
The result of running the AGA dynamic pipeline simulation programs is an estimate of the maximum lateral displacement and pipe stress during the simulated time . In the design process , the engineer can modify the pipe weight to obtain ...
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acceptable analysis applied approach assessment associated assumed calculated coefficient combined components considered corresponding corrosion cost crack criteria damage dependent depth determined developed directional distribution dynamic effect element Engineering environmental equation estimate evaluated example expected expressed extreme factor failure fatigue Figure force frequency function fuzzy given important increase initial inspection limit load loss maintenance marine maximum mean measures Mechanics method motion normal observed obtained offshore operations parameters peak performed period pipe pipeline platform possible prediction present probability procedure production random range relative reliability represented response return period riser risk safety ship shown shows significant simulation spectral spectrum statistical steel storm strength stress structure surface Table theory typical uncertainty variables wave height wind