IN-SERVICE MECHANICAL BEHAVIOUR OF HEATED PIPELINES LAID ON SEABED SURFACE
An estimate is made of the maximum axial load that may exist in a long pipeline resting on the ground when carrying hot or pressurised fluids. Lateral deflections of the pipeline are considered with the use of a specific pipe-soil interface model as well as beam pre-buckling and initial post-buckling equilibrium studies. The determination of offshore pipelines in-service maximum axial loads is useful for mechanical design of pipeline ends systems, appraisal of pipeline behaviour along suspended spans and similar design considerations.
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Supplemental Notes:
- Proc. 8th Intn. Conference, Offshore Mechanics & Arctic Engng., Volume V (1989) p.113 [7 p., 10 ref., 6 fig.]
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Authors:
- Friedmann, Y
- Publication Date: 1989
Language
- English
Subject/Index Terms
- TRT Terms: Soil structure interaction; Stresses; Thermal properties; Underwater pipelines
- Subject Areas: Marine Transportation; Materials;
Filing Info
- Accession Number: 00696829
- Record Type: Publication
- Source Agency: British Maritime Technology
- Files: TRIS
- Created Date: Aug 14 1995 12:00AM