Prestressing Buried Pipelines by Heating With AirSource: Journal of Offshore Mechanics and Arctic Engineering:;1993:;volume( 115 ):;issue: 004::page 223Author:G. King
DOI: 10.1115/1.2920116Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: Buried pipelines operating at elevated temperatures experience high longitudinal compressive stresses because the surrounding soil prevents thermal expansion. At high operating temperatures, buried pipelines can push through the soil at bends and buckle catastrophically. In soft soils they can lose lateral stability, and they can develop plastic failures. Thermally induced problems can be prevented with varying degrees of success by using thicker wall pipe, higher strength steel, longer radius bends, deeper burial, better backfill compaction, and/or prestressing during construction. Prestressing is most appropriate for pipelines operating at temperatures more than 80°C above ambient. One technique for prestressing a buried pipeline, that has been found to be both easy and economical for a liquid sulphur pipeline in Alberta, is to heat it with hot air and bury it while it is still hot. Pipe diameter and prestressing temperature both have a significant impact on the kind of heating equipment that is required.
keyword(s): Pipelines , Heating , Soil , Temperature , Pipes , Compressive stress , Failure , Steel , Construction , Compacting , Sulfur , Stability , Thermal expansion , Heat AND Operating temperature ,
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contributor author | G. King | |
date accessioned | 2017-05-08T23:42:12Z | |
date available | 2017-05-08T23:42:12Z | |
date copyright | November, 1993 | |
date issued | 1993 | |
identifier issn | 0892-7219 | |
identifier other | JMOEEX-28090#223_1.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/112454 | |
description abstract | Buried pipelines operating at elevated temperatures experience high longitudinal compressive stresses because the surrounding soil prevents thermal expansion. At high operating temperatures, buried pipelines can push through the soil at bends and buckle catastrophically. In soft soils they can lose lateral stability, and they can develop plastic failures. Thermally induced problems can be prevented with varying degrees of success by using thicker wall pipe, higher strength steel, longer radius bends, deeper burial, better backfill compaction, and/or prestressing during construction. Prestressing is most appropriate for pipelines operating at temperatures more than 80°C above ambient. One technique for prestressing a buried pipeline, that has been found to be both easy and economical for a liquid sulphur pipeline in Alberta, is to heat it with hot air and bury it while it is still hot. Pipe diameter and prestressing temperature both have a significant impact on the kind of heating equipment that is required. | |
publisher | The American Society of Mechanical Engineers (ASME) | |
title | Prestressing Buried Pipelines by Heating With Air | |
type | Journal Paper | |
journal volume | 115 | |
journal issue | 4 | |
journal title | Journal of Offshore Mechanics and Arctic Engineering | |
identifier doi | 10.1115/1.2920116 | |
journal fristpage | 223 | |
journal lastpage | 228 | |
identifier eissn | 1528-896X | |
keywords | Pipelines | |
keywords | Heating | |
keywords | Soil | |
keywords | Temperature | |
keywords | Pipes | |
keywords | Compressive stress | |
keywords | Failure | |
keywords | Steel | |
keywords | Construction | |
keywords | Compacting | |
keywords | Sulfur | |
keywords | Stability | |
keywords | Thermal expansion | |
keywords | Heat AND Operating temperature | |
tree | Journal of Offshore Mechanics and Arctic Engineering:;1993:;volume( 115 ):;issue: 004 | |
contenttype | Fulltext |