2015
DOI: 10.1007/s00466-015-1206-6
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Computational modeling of the nonlinear stochastic dynamics of horizontal drillstrings

Abstract: This work intends to analyze the nonlinear stochastic dynamics of drillstrings in horizontal configuration. For this purpose, it considers a beam theory, with effects of rotatory inertia and shear deformation, which is capable of reproducing the large displacements that the beam undergoes. The friction and shock effects, due to beam/borehole wall transversal impacts, as well as the force and torque induced by bit-rock interaction, are also considered in the model. Uncertainties of bitrock interaction model are… Show more

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Cited by 34 publications
(21 citation statements)
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References 61 publications
(122 reference statements)
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“…The steel beam is characterized by the mass density ρ = 7860 kg.m −3 , the Young modulus E = 2.1 10 11 Pa and the Poisson ratio ν = 0.3. The two Rayleigh damping coefficients are c M = 0.03 s −1 and c K = 0 s [13]. The beam vibrations are studied in three cases sketched by Figure 5.…”
Section: Academic Test Casesmentioning
confidence: 99%
See 1 more Smart Citation
“…The steel beam is characterized by the mass density ρ = 7860 kg.m −3 , the Young modulus E = 2.1 10 11 Pa and the Poisson ratio ν = 0.3. The two Rayleigh damping coefficients are c M = 0.03 s −1 and c K = 0 s [13]. The beam vibrations are studied in three cases sketched by Figure 5.…”
Section: Academic Test Casesmentioning
confidence: 99%
“…Liao et al [12] also developed a four-dof model to study the bending and torsional dynamics of drillstrings. The finite element method has been widely implemented for modeling the dynamic behavior of drilling assembly in horizontal wells [13,14] and in curved wells [15,16]. A dynamic model [17] based on the Timoshenko beams has been developed to analyze the suppression of lateral and torsional vibrations of drillstring by using the impact and torsional dampers.…”
Section: Introductionmentioning
confidence: 99%
“…By means of the generalized displacement q : t ∈ R → q(t) ∈ R 6 , the initial displacement vector q 0 ∈ R 6 , and the nonlinear mapping f : t, q(t) ∈ R × R 6 → f q(t) ∈ R 6 , where…”
Section: Nonlinear Initial Value Problemmentioning
confidence: 99%
“…In fact, system parameters have uncertainties due to a series of factors such as variabilities intrinsic to the manufacturing process, materials and geometric imperfections, etc [4,5]. Taking such uncertainties into account is essential for making robust predictions, but also, it has been becoming a common practice in engineering [6,7,8,9,10].…”
Section: Introductionmentioning
confidence: 99%
“…Liao et al [25] also developed a four-dof model to study the bending and torsional dynamics of drillstrings. The finite element method has been widely implemented for modeling the dynamic behavior of drillstring in horizontal wells [26,27] and in curved wells [16,28] by taking into account different well-structure and fluid-structure interaction models. Recently, Feng et al have implemented a planar curved beam element in order to take into account 3D well profile and the drillstring-well interactions [29].…”
mentioning
confidence: 99%