Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 4American Society of Mechanical Engineers, 1999 - Arctic regions |
From inside the book
Results 1-3 of 51
Page 76
The table provides the specimen ID , the net axial force in the wall , the internal pressure , the presence or absence of a circumferential girth - weld and the fully plastic moment capacity calculated from equation ( 4 ) , using ...
The table provides the specimen ID , the net axial force in the wall , the internal pressure , the presence or absence of a circumferential girth - weld and the fully plastic moment capacity calculated from equation ( 4 ) , using ...
Page 107
O ABSTRACT are The differential equation predicting displacement of a pipe element considering uniform external load , axial force and soil response is written . Underwater pipelines pulled during installation to induce a tensile force ...
O ABSTRACT are The differential equation predicting displacement of a pipe element considering uniform external load , axial force and soil response is written . Underwater pipelines pulled during installation to induce a tensile force ...
Page 108
The partial differential equation governing the pipe behavior is written considering axial force and soil reaction . Axial elongation is equated to the bending deflection . This provides the additional equation to calculate axial force ...
The partial differential equation governing the pipe behavior is written considering axial force and soil reaction . Axial elongation is equated to the bending deflection . This provides the additional equation to calculate axial force ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
PIPELINE RELIABILITY AND LIMIT STATES DESIGN | 1 |
DESIGN OF PIPELINES AND RISERS | 5 |
OMAE99PIPE5019 | 21 |
Copyright | |
22 other sections not shown
Other editions - View all
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 |