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contributor authorM. G. Karfakis
contributor authorH.-J. Ouyang
date accessioned2017-05-08T23:44:03Z
date available2017-05-08T23:44:03Z
date copyrightMarch, 1994
date issued1994
identifier issn0195-0738
identifier otherJERTD2-26453#38_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/113507
description abstractNumerical modeling of the rock-bit interaction process in laminated formation has been performed using a finite element approach. A finite element program was developed with the assumption of plane strain. Anisotropic elements, dynamic, loading, progressive failure, and variable stiffness were used to represent the actual penetration process. The Hoek and Brown failure criterion was used in the failure analysis. An interation method, using an incremental approach, has been applied for the continuous tooth penetration process where displacements, axial loads, strength and stiffness of elements are modified after each iteration. The program provides quantitative information on stress, displacement, and rock failure for each iteration. Furthermore, deviation due to laminated formation can be inferred and the effects of changing bit geometry can be assessed. The model also shows good quantitative agreement with laboratory wedge indentation tests.
publisherThe American Society of Mechanical Engineers (ASME)
titleNumerical Modeling of Rock-Bit Interaction in Laminated Formations
typeJournal Paper
journal volume116
journal issue1
journal titleJournal of Energy Resources Technology
identifier doi10.1115/1.2906008
journal fristpage38
journal lastpage48
identifier eissn1528-8994
keywordsComputer simulation
keywordsBits (Tools) AND Rocks
treeJournal of Energy Resources Technology:;1994:;volume( 116 ):;issue: 001
contenttypeFulltext


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