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 307
ABSTRACT A literature survey indicates a plurality of the published papers dealing with buckling of cylindrical structures under axial compression and / or bending . The plurality may be attributable to this complex nature of the ...
ABSTRACT A literature survey indicates a plurality of the published papers dealing with buckling of cylindrical structures under axial compression and / or bending . The plurality may be attributable to this complex nature of the ...
Page 308
While nonlinear collapse implies loss structural stability , bifurcation buckling does not necessarily indicate the same . Structural stability at the first bifurcation point depends the initial behavior of the secondary path in the ...
While nonlinear collapse implies loss structural stability , bifurcation buckling does not necessarily indicate the same . Structural stability at the first bifurcation point depends the initial behavior of the secondary path in the ...
Page 314
For 35 < D / t < 100 , inelastic bifurcation buckling has been observed experimentally for cylinders under bending . Contrary to the common perception , ovaling of the pipe cross - section does not significantly reduce moment capacity ...
For 35 < D / t < 100 , inelastic bifurcation buckling has been observed experimentally for cylinders under bending . Contrary to the common perception , ovaling of the pipe cross - section does not significantly reduce moment capacity ...
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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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Common terms and phrases
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 |