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contributor authorDavid Becerril García; Jacinto Cortés-Pérez
date accessioned2019-03-10T12:22:31Z
date available2019-03-10T12:22:31Z
date issued2019
identifier other%28ASCE%29PS.1949-1204.0000360.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4255424
description abstractGasketed bell and spigot joints in flexible pipelines are expected to be subjected to shear force, diameter change (or ovalization), and rotation under field conditions. Nonetheless, only some of these demands and their combinations are examined by current quality control tests employed in North America. This study was undertaken to examine the response of gasketed bell and spigot joints in 300-mm high-density polyethylene (HDPE) pipelines when subjected to combinations of expected field demands under internal or external pressure, employing a recently developed test apparatus and pressure system. It was observed that expected field magnitudes of shear forces and diameter change applied across the joint influenced its ability to remain leak tight. Medium-term tests were also examined to assess the influence of the time-dependent response exhibited by the HDPE and rubber. It was observed that joint leakage resistance was influenced; this was attributed to the rearrangement of the joint components during the test period.
publisherAmerican Society of Civil Engineers
titleResponse of Gasketed Bell and Spigot Joint in Small-Diameter HDPE Pipes Subjected to Expected Field Demands
typeJournal Paper
journal volume10
journal issue1
journal titleJournal of Pipeline Systems Engineering and Practice
identifier doi10.1061/(ASCE)PS.1949-1204.0000360
page04018032
treeJournal of Pipeline Systems Engineering and Practice:;2019:;Volume ( 010 ):;issue: 001
contenttypeFulltext


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