Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 156
At present , the strain measurements have provided valuable information and criteria on which the design of NOVA's position and deformation monitoring has been implemented . Assuming the Bernoulli hypothesis of plane sections ( i.e. ...
At present , the strain measurements have provided valuable information and criteria on which the design of NOVA's position and deformation monitoring has been implemented . Assuming the Bernoulli hypothesis of plane sections ( i.e. ...
Page 158
These deformation results will be integrated with the finite element structural models provided by the finite element ... a very detailed solution as to the state of the pipeline undergoing such deformations and strains as measured .
These deformation results will be integrated with the finite element structural models provided by the finite element ... a very detailed solution as to the state of the pipeline undergoing such deformations and strains as measured .
Page 308
The new deformation pattern is called the bifurcation mode , and the associated load - deflection is called the secondary path . Real structures are " imperfect " . There are unavoidable minor irregularities in dimensions and material ...
The new deformation pattern is called the bifurcation mode , and the associated load - deflection is called the secondary path . Real structures are " imperfect " . There are unavoidable minor irregularities in dimensions and material ...
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Contents
Seabed Scour Under Pipelines | 33 |
Flow Around and Forces on a Pipeline Near a Scoured | 39 |
MEASUREMENTS OF PIPELINE LEAK DETECTION | 55 |
Copyright | |
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analysis application approach Arctic areas assumed axial bending bottom boundary buckling calculated carried caused coefficient combined compared compression considered corrosion cost cylinder deformation depth detection determined developed diameter direction displacement drag effect element Engineering equation example experimental experiments field Figure flow force frequency function given ground heat increase installation International leak length lift lift force limit liquid load material maximum mean measured Mechanics metal method monitoring movement normal obtained offshore operating parameters performed period phase pipe pipeline position predicted present pressure problem procedure properties range ratio regular waves relatively response scour seabed shown shows simulated soil solution span steel strain stress structural surface Table technique temperature thickness tion values variation velocity wall wave welding zone
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1988 |
| Export Citation | BiBTeX EndNote RefMan |