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contributor authorA. C. Seibi
contributor authorA. M. Al-Shabibi
date accessioned2017-05-08T23:56:21Z
date available2017-05-08T23:56:21Z
date copyrightDecember, 1998
date issued1998
identifier issn0195-0738
identifier otherJERTD2-26479#263_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/120300
description abstractThe present paper describes the running process in horizontal wells and studies the effect of some factors on running forces required to push pipes through curved holes with short to medium radii of curvatures. Estimation of the running forces was performed using a general-purpose finite element program called ANSYS. The effect of pipe bending stiffness, hole radius of curvature, and hole clearance are investigated. Finite element results showed that the pipe bending stiffness becomes insignificant for medium curvatures (i.e., radius of curvature greater than 80 m). It was also found that the running force at the kick-off point (k.o.p) increases as the radius of curvature shortens (severe doglegs) and as the pipe stiffness increases. In addition, FE results revealed that the effect of hole clearance on the running force is negligible.
publisherThe American Society of Mechanical Engineers (ASME)
titlePipe Bending and Running Forces in Medium to High-Curvature Wells Using Finite Element Analysis
typeJournal Paper
journal volume120
journal issue4
journal titleJournal of Energy Resources Technology
identifier doi10.1115/1.2795046
journal fristpage263
journal lastpage267
identifier eissn1528-8994
keywordsForce
keywordsWells
keywordsPipe bending
keywordsFinite element analysis
keywordsStiffness
keywordsPipes AND Clearances (Engineering)
treeJournal of Energy Resources Technology:;1998:;volume( 120 ):;issue: 004
contenttypeFulltext


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