Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 4American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 51
Capacity E4 ) OFEA Results 0.2 Normalised corrosion length ( LI ( D1 ) 5 ) Prediction Ability of Capacity equation The equation was calibrated using Icast mean square fit . The fitted capacity equation predicts the finite clement ...
Capacity E4 ) OFEA Results 0.2 Normalised corrosion length ( LI ( D1 ) 5 ) Prediction Ability of Capacity equation The equation was calibrated using Icast mean square fit . The fitted capacity equation predicts the finite clement ...
Page 116
100kN was mobilised after about 25mm of pipe end 1201 Predicted by FEA TESTING PROCEDURE Two flexural pipeline tests , designated Tests 1 and 2 , were conducted using a test set up similar to that described by Paulin et al . ( 1997 ) .
100kN was mobilised after about 25mm of pipe end 1201 Predicted by FEA TESTING PROCEDURE Two flexural pipeline tests , designated Tests 1 and 2 , were conducted using a test set up similar to that described by Paulin et al . ( 1997 ) .
Page 118
The predicted failure load was 107 kN at a displacement of approximately 60 mm . This prediction is reasonable considering the actual sand p - y response was unknown . The prediction would probably be improved if an initial hyperbolic ...
The predicted failure load was 107 kN at a displacement of approximately 60 mm . This prediction is reasonable considering the actual sand p - y response was unknown . The prediction would probably be improved if an initial hyperbolic ...
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Contents
PIPELINE RELIABILITY AND LIMIT STATES DESIGN | 1 |
DESIGN OF PIPELINES AND RISERS | 5 |
OMAE99PIPE5019 | 21 |
Copyright | |
22 other sections not shown
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Common terms and phrases
acceptable allowable analysis applied approach ASME assessment associated assumed axial bending branch buckling calculated capacity Conference considered construction Copyright corrosion cost crack defect defined deformation dent depth described determine developed diameter direction displacement distribution effect element Engineering equation factor failure field Figure force fracture function fuzzy given heat increase initial input inspection installation internal internal pressure joint length limit load material maximum measured Mechanics method modes neural networks obtained occur Offshore operating parameters performed pipe pipeline plastic possible predicted presented pressure probability problem range reduce reliability represent respectively risk safety sand shown shows soil specified specimens standard steel strain strength stress structural surface Table Technology temperature valve wall thickness weld yield
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 4 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1999 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |