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2007
DOI: 10.1002/nme.2221
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Bottomhole assembly analysis by finite difference differential method

Abstract: SUMMARYThis paper presents a three-dimensional finite difference differential method for bottomhole assembly (BHA) analysis under static loads. The analysis is required to optimize the BHA configurations for drilling directional boreholes in the petroleum industry. The optimization of BHA configurations ensures the controlled cruising of the drill bit to drill the hole along a planned trajectory. The model incorporates the contact response between drillstring and wellbore wall, the upper tangent point problem,… Show more

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Cited by 13 publications
(5 citation statements)
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“…Several analytical models were developed to evaluate and optimize the drilling performance; however, most of these models were developed based on weak assumptions, reducing their reliability (Aadnoy et al 2010;Reiber et al 1999). Besides, numerical approaches such as finite element methods were also utilized for evaluating the drilling performance by estimating the ROP (Yang et al 2008). Usually, the depth is divided into individual sections, mainly based on rock lithology.…”
Section: Drilling Performance Predictionmentioning
confidence: 99%
“…Several analytical models were developed to evaluate and optimize the drilling performance; however, most of these models were developed based on weak assumptions, reducing their reliability (Aadnoy et al 2010;Reiber et al 1999). Besides, numerical approaches such as finite element methods were also utilized for evaluating the drilling performance by estimating the ROP (Yang et al 2008). Usually, the depth is divided into individual sections, mainly based on rock lithology.…”
Section: Drilling Performance Predictionmentioning
confidence: 99%
“…Ho assumes that the drill string is in continuous contact with the wellbore, and the model is hard to solve. Yang [9] presented a three-dimensional finite difference method for bottom hole assembly (BHA) analysis under static loads. Bueno modeled the drill string as non-deformed elastic beams.…”
Section: Introductionmentioning
confidence: 99%
“…In 1953, the pioneering work was developed by Lubinski and Woods and Williamson and Lubinski [1] with the same model. Many analytical and numerical models exist which are designed to analyze Bottom hole assemblies and/or predict wellbore trajectories [2][3][4][5][6][7][8][9][10][11][12][13][14][15][16][17][18][19]. There are four basic mathematical models used for BHA analysis; the analytical model, FEM, finite difference model and weighted residuals.…”
Section: Introductionmentioning
confidence: 99%