# Experimental Investigation and Analysis of Dynamic Buckling of Drill String in Horizontal Well

Authors: Fushen Ren; Baojin Wang; Lei Zhao; Anhe Zhu
Journal: Shock and Vibration
 (2017)

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## Abstract

Buckling of tubulars has been the subject of many researches in the past. However, the models in previous research always followed the same assumptions: the friction and rotation effects are ignored. The assumptions are relatively far from the reality. This paper focuses on the rotational drill string in horizontal well. The differential equation of the dynamic buckling is established considering some various factors, including friction, the drill string-borehole interaction, and rotation, and the equations of the critical load of the sinusoidal buckling and the spiral buckling are derived. Furthermore, the friction curve of the drill string and the critical load of the dynamic buckling during rotation are obtained. In addition, the influence of the rotational speed on the dynamic buckling and the axis orbit of the dynamic buckling are also gained. The results show that the critical load of the sinusoidal buckling has nothing to do with the rotational speed while the amplitude and the frequency of the dynamic buckling become larger with the increase of the rotational speed, and the dynamic buckling presents a completely different state with the development of the axial load at different speed ranges.


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## Body

## 1. Introduction

The buckling of compressed sections of the drill string is typical in extended reach drilling and horizontal well. With the expansion of the application range of horizontal well, the buckling problem of drill string confined in horizontal well is more and more prominent. Buckling can intensify the bending stress and lead to fatigue over time. More importantly, buckled shapes exert larger side forces than unbuckled which increases friction losses and can lead to the lockup of the string and the potential loss of equipment and section of the well [1–3]. The buckling includes the static buckling and the dynamic buckling. The static buckling analysis has some ideal assumptions in former researches. With the development of horizontal drilling technology, it is very important to know if the hypothesis agrees well with the actual drilling conditions. The dynamic buckling behavior is more consistent with the actual drilling environment and worthy of further research relative to the static buckling.Lubinski et al. first proposed the drill string buckling more than half a century ago [4, 5]. Later, Mitchell extended Lubinski’s helical buckling model and solved the buckling problem by approximate analytical and numerical methods [6–10]. Gao et al. proposed a model depicting the full phase of tubular string buckling in vertical well. The general buckling configurations of the entire drill string are deduced with the suspended and continuous contact sections, respectively, depicted by beam-column model and buckling differential equation in consideration of the gravity [11–13]. Wang et al. established buckling string fatigue life prediction model with Forman fatigue life prediction model which considering stress ratio is used to predict drill string fatigue life [14]. He derived an improved formula for critical buckling forces, which takes the well curvature into account. The model predicts that the well curvature substantially affects the critical force for helical buckling [15]. Mitchell presented the large-displacement analysis of a helically buckled slender beam and predicted that shear force and twisting moment are induced in helically buckled pipe without externally applied torque [16]. Menand et al. proposed a comparison of an advanced model, ABIS model, for drill string mechanics with an experimental setup reproducing the buckling in a wellbore. The model presently estimates the critical buckling load in any drilling situation to estimate loads and stresses that can be safely applied on the drill string [17]. The first buckling mode that the long cylinder will undergo is what will be termed constrained Euler sinusoidal buckling. Dawson and Paslay derived the first expression for the critical force of sinusoidal buckling for pipes in an inclined wellbore [18]. Schuh et al. presented an analysis of the influence of curvature on the critical buckling force. The author assumed Dawson’s model for sinusoidal buckling as causing helical buckling, which produces very conservative calculations [19, 20]. Paslay et al. derived an approximation solution about prebuckling mode originally using an energy method applied to a general displacement field; however, the subsequent behavior of the cylinder is not predicted. And the analysis is similar to that given by Paslay et al. [21, 22]. Qiu utilized the conservation of energy and the principle of virtual work to derive the new equations that can predict the axial compression force for a stable sinusoidal configuration. The author emphasizes the effect of initial CT configuration, or residual bending, on buckling behavior in a hole of constant curvature [23]. Qiu et al. researched the effect of residual bending on buckling load and proposed modified formulation for the onset of sinusoidal buckling [24]. Gao et al. solved frictionless equations of motion for long tubulars in horizontal well and found the configuration of bucked tubular subjected to axial and torsion loading [25]. Duman et al. experimentally researched the effect of tool joints on sinusoidal buckling load. The results show that the sinusoidal buckling load is not affected by the presence of tool joints significantly [26, 27]. Weltzin et al. conducted experiments on buckling. The authors applied a high accuracy continuous gyro to measure the drill string geometry changes as a function of axial load. Their measurements showed that, even at zero WOB, friction force cannot be neglected in case of sinusoidal buckling due to local irregularities in the well path. They also showed that the nonuniform stiffness effect of tool joints at high WOBs can produce frictions to cause lockup even before helical buckling [28–30]. There are many studies on the static stability analysis of the drill string in horizontal well, deviated well, vertical well, and curved well, but there are few researches on the dynamic buckling of the rotational drill string, even though most studies of the dynamic buckling behavior in the existing literatures are aimed at the vertical well, and the nonlinear influence of the various deformation is not considered along with neglecting the influence of friction resistance.In this paper, the self-weight of the drill string, the drill string-borehole interaction, the tangential friction between the rotational drill string and the borehole wall, and different rotational speeds are taken into account. How to integrate the various boundary conditions into the mathematical model is the major difficulty confronted by the authors. The dynamic buckling model is established after sufficiently considering the various factors, and then the perturbation solution of the model is obtained through employing the principle of minimum potential energy.


## 2. Physical Description

The buckling behavior of the rotational drill string in horizontal well is affected by many factors. The buckling deformation along with the axial, torsional, and lateral vibrations can be caused due to the dynamic load. In the critical state, the drill string will lose its stability, and the snaking motion appears. With the increase of rotational speed or the load, the whirl motion even occurs with the buckling configuration. The schematic diagrams of three kinds of buckling motion of the rotational drill string are shown in Figure1.Figure 1
Schematic diagrams of three kinds of buckling motion.
(a)
Steady state
(b)
Snaking motion
(c)
WhirlThe buckling movement of the drill string may occur in different states during drilling due to different drilling parameters, such as axial load and rotational speed. Three kinds of buckling motion with different rotational speed are revealed in Figure2, among which the left side is the top view and the right side is the axial view.Figure 2
Schematic diagrams of dynamic physical buckling.
(a)
Rotational speedω1
(b)
Rotational speedω2
(c)
Rotational speedω3The buckling motion is shown in Figure2(a) when the rotational speed is ω1. The drill string in horizontal well is at a stable equilibrium status. The drill string rotates around its own axis, and a slight periodic vibration occurs around the center of the drill string axis at the same time. The buckling deformation is shown in Figure 2(b) when the rotational speed is ω2. The snakelike movement is obvious at this time, and the drill string rotates around its axis with the severe periodic vibration. The movement of the drill string in horizontal well is obviously changed into whirling motion when the rotational speed increases to ω3. The drill string rotates around its own axis and rotates around the borehole at the same time. However, the whirling speed is not a constant that decreases when the drill string moves upward and increases when it moves downward.


## 3. Mathematical Model

The drill string constrained by the borehole moves mainly in the bottom of the borehole because of its own gravity. In order to analyze the dynamic buckling characteristics of the drill string in horizontal well, the drill string continuously contacted with the borehole wall, and the radial clearance is small according to the actual drilling conditions of the drill string in horizontal well. Furthermore, the drill string is elastic and has the ability to restore the initial state.


### 3.1. Friction

The axial displacement is produced due to the axial load during drilling. With the increase of the axial load, the lateral deformation will occur when the critical buckling load of the drill string is achieved. The spatial position of any point on the drill string can be determined by the axial displacement, radial displacement, and angular displacement. The positive direction of angular displacement is shown in Figure1(a). The axial and radial velocity can be written as(1)v→1x=v1xi→,v→2x=v2xq→,where q→=cos⁡θj→+sin⁡θk→; i→,j→ and k→ are the unit vectors along x-, y-, and z-axis, respectively.The resultant velocity can be written as(2)v→x=v1xi→+v2xq→.f
1
x and f2x denote the axial and radial components of the sliding friction at the position x, respectively.The following equations must be satisfied:(3)f12x+f22x=f2.A bit of drill stringdx is taken out, and the mass is assumed as dm. According to the kinetic energy theorem, the axial and radial components of the sliding friction at the position x must satisfy the following equations:(4)f1x·t=dm·v1x,f2x·t=dm·v2x.And the following equation can be obtained:(5)f1x·tf2x·t=dm·v1xdm·v2x.After simplified, (5) can change into the following equation:(6)f1xf2x=v1xv2x.Then the following equation can be yielded:(7)f1x=v1xfv12x+v22x,f2x=v2xfv12x+v22x.It is generally assumed that the drill string is sliding on the borehole wall. Letθx>0 when the drill string slides up to the right side just as shown in Figure 3(a). The direction of the transverse friction F→f2=-f2Nq→ is opposite to that of q→=cos⁡θj→+sin⁡θk→. However, if the drill string slides up to the left side, the direction of the transverse friction is the same as that of q→. And the transverse friction is F→f2=f2Nq→ just as shown in Figure 3(b).Figure 3
Direction of tangential friction.
(a)
(b)


### 3.2. Dynamic Buckling Equation

u
x
x
,
t and θx,t denote the axial displacement and the angular displacement of any point on the drill string, respectively. uxx,t is composed of two parts including the axial deformation due to axial load and the displacement caused by transverse deformation. The relationship can be expressed as(8)uxx,t=uax,t+ubx,t,-EA∂ua∂x=Fx,t-μN∂θ∂x,ub=∫0x12krrdx,where kr=-r∂θ/∂x2 is the projections of kn→ into p→ and r denotes radial displacement.Thus, the displacement caused by the lateral bending can be expressed as(9)ub=∫0x12krrdx=-12r2∫0x∂θ∂x2dx.Then, the axial load can be written as(10)Fx,t=-EA∂ux∂x-12EAr2∂θ∂x2,where A is the cross-sectional area of the drill string; Rp and rp denote the outer and the inner diameter of the drill string, respectively.The relationship between the bending moment and the bending deformation is given by(11)M→x,t=-EIkb→,where k=kr2+kθ2, kr=-r∂θ/∂x2, and kθ=r∂2θ/∂x2 are the projections of kn→ into p→ and q→, respectively.Substitutingkb→ into M→x,t, so the moment vector can be obtained:(12)M→x,t=EIr∂2θ∂x2p→+∂θ∂x2q→,where p→=sin⁡θj→-cos⁡θk→; q→=cos⁡θj→+sin⁡θk→; I is the moment of inertia of the drill string.The linear momentum and angular momentum of a small section of the drill stringdx can be expressed as(13)P→x,t=mpv→x,tdx,J→x,t=mpr→×v→+Ipωτ→dx,where v→x,t=∂ux/∂ti→+r∂θ/∂tq→; ω denotes the rotational speed of the drill string; mp is the mass of dx; Ip is the moment of inertia of dx.The vector relationships between the axial load and the linear and angular velocity are expressed as follows according to the angular momentum theory.(14)∂F→∂x-f→+mp∂v→∂t=0,∂M→∂x+τ→×F→+Ipωr∂2θ∂x∂tq→-∂θ∂x∂θ∂tp→=0.The dynamic buckling equation of the drill string constrained by borehole wall can be obtained from (10), (12), and (14).(15)EA∂2ux∂x2-mp∂2ux∂t2+EAr2∂θ∂x∂2θ∂x2=0,(16)EIr∂4θ∂x4-6∂θ∂x2∂2θ∂x2+r∂∂xFx∂θ∂x-μN∂2θ∂x2-μN∂θ∂x+Ipω∂ωr∂x-ωθ∂θ∂x+mpgsin⁡θ+mpr∂2θ∂t2=0(17)Nr-EIr∂θ∂x4-3∂2θ∂x22-4∂θ∂x∂3θ∂x3+Fx-μNr∂θ∂x2+Ipω∂ωθ∂x-ωr∂θ∂x+mpgcos⁡θ+mpr∂θ∂t2=0.Converting (16) and (17) into proper dimensionless indexes, then the speed and period are obtained.(18)v2=ω2amax2-12-a2-12=ω2amax2+a2-2amax2-a2,(19)T=2εωamaxK2amax2-1amax,where v is the linear velocity of the drill string; a and T are the amplitude and period of the dynamic buckling, respectively; amax is the maximum amplitude of the dynamic buckling. Therefore, it is shown that the amplitude of the dynamic buckling is positively correlated with the angular velocity of the drill string while the period of the dynamic buckling is inversely related to the angular velocity of the drill string.


## 3.1. Friction

The axial displacement is produced due to the axial load during drilling. With the increase of the axial load, the lateral deformation will occur when the critical buckling load of the drill string is achieved. The spatial position of any point on the drill string can be determined by the axial displacement, radial displacement, and angular displacement. The positive direction of angular displacement is shown in Figure1(a). The axial and radial velocity can be written as(1)v→1x=v1xi→,v→2x=v2xq→,where q→=cos⁡θj→+sin⁡θk→; i→,j→ and k→ are the unit vectors along x-, y-, and z-axis, respectively.The resultant velocity can be written as(2)v→x=v1xi→+v2xq→.f
1
x and f2x denote the axial and radial components of the sliding friction at the position x, respectively.The following equations must be satisfied:(3)f12x+f22x=f2.A bit of drill stringdx is taken out, and the mass is assumed as dm. According to the kinetic energy theorem, the axial and radial components of the sliding friction at the position x must satisfy the following equations:(4)f1x·t=dm·v1x,f2x·t=dm·v2x.And the following equation can be obtained:(5)f1x·tf2x·t=dm·v1xdm·v2x.After simplified, (5) can change into the following equation:(6)f1xf2x=v1xv2x.Then the following equation can be yielded:(7)f1x=v1xfv12x+v22x,f2x=v2xfv12x+v22x.It is generally assumed that the drill string is sliding on the borehole wall. Letθx>0 when the drill string slides up to the right side just as shown in Figure 3(a). The direction of the transverse friction F→f2=-f2Nq→ is opposite to that of q→=cos⁡θj→+sin⁡θk→. However, if the drill string slides up to the left side, the direction of the transverse friction is the same as that of q→. And the transverse friction is F→f2=f2Nq→ just as shown in Figure 3(b).Figure 3
Direction of tangential friction.
(a)
(b)


## 3.2. Dynamic Buckling Equation

u
x
x
,
t and θx,t denote the axial displacement and the angular displacement of any point on the drill string, respectively. uxx,t is composed of two parts including the axial deformation due to axial load and the displacement caused by transverse deformation. The relationship can be expressed as(8)uxx,t=uax,t+ubx,t,-EA∂ua∂x=Fx,t-μN∂θ∂x,ub=∫0x12krrdx,where kr=-r∂θ/∂x2 is the projections of kn→ into p→ and r denotes radial displacement.Thus, the displacement caused by the lateral bending can be expressed as(9)ub=∫0x12krrdx=-12r2∫0x∂θ∂x2dx.Then, the axial load can be written as(10)Fx,t=-EA∂ux∂x-12EAr2∂θ∂x2,where A is the cross-sectional area of the drill string; Rp and rp denote the outer and the inner diameter of the drill string, respectively.The relationship between the bending moment and the bending deformation is given by(11)M→x,t=-EIkb→,where k=kr2+kθ2, kr=-r∂θ/∂x2, and kθ=r∂2θ/∂x2 are the projections of kn→ into p→ and q→, respectively.Substitutingkb→ into M→x,t, so the moment vector can be obtained:(12)M→x,t=EIr∂2θ∂x2p→+∂θ∂x2q→,where p→=sin⁡θj→-cos⁡θk→; q→=cos⁡θj→+sin⁡θk→; I is the moment of inertia of the drill string.The linear momentum and angular momentum of a small section of the drill stringdx can be expressed as(13)P→x,t=mpv→x,tdx,J→x,t=mpr→×v→+Ipωτ→dx,where v→x,t=∂ux/∂ti→+r∂θ/∂tq→; ω denotes the rotational speed of the drill string; mp is the mass of dx; Ip is the moment of inertia of dx.The vector relationships between the axial load and the linear and angular velocity are expressed as follows according to the angular momentum theory.(14)∂F→∂x-f→+mp∂v→∂t=0,∂M→∂x+τ→×F→+Ipωr∂2θ∂x∂tq→-∂θ∂x∂θ∂tp→=0.The dynamic buckling equation of the drill string constrained by borehole wall can be obtained from (10), (12), and (14).(15)EA∂2ux∂x2-mp∂2ux∂t2+EAr2∂θ∂x∂2θ∂x2=0,(16)EIr∂4θ∂x4-6∂θ∂x2∂2θ∂x2+r∂∂xFx∂θ∂x-μN∂2θ∂x2-μN∂θ∂x+Ipω∂ωr∂x-ωθ∂θ∂x+mpgsin⁡θ+mpr∂2θ∂t2=0(17)Nr-EIr∂θ∂x4-3∂2θ∂x22-4∂θ∂x∂3θ∂x3+Fx-μNr∂θ∂x2+Ipω∂ωθ∂x-ωr∂θ∂x+mpgcos⁡θ+mpr∂θ∂t2=0.Converting (16) and (17) into proper dimensionless indexes, then the speed and period are obtained.(18)v2=ω2amax2-12-a2-12=ω2amax2+a2-2amax2-a2,(19)T=2εωamaxK2amax2-1amax,where v is the linear velocity of the drill string; a and T are the amplitude and period of the dynamic buckling, respectively; amax is the maximum amplitude of the dynamic buckling. Therefore, it is shown that the amplitude of the dynamic buckling is positively correlated with the angular velocity of the drill string while the period of the dynamic buckling is inversely related to the angular velocity of the drill string.


## 4. Critical Load of Buckling Behavior

### 4.1. Critical Load of Sinusoidal Buckling

Equations (20)–(22) can describe the configuration of sinusoidal buckling.(20)x=rcos⁡θ,(21)y=rsin⁡θ,(22)θ=asin⁡2πzp,where r is the radial displacement.The total potential energy is given by(23)Π=Ua+Ub+Ug,where Ua, Ub, and Ug are the work due to the lateral bending or buckling, the elastic deformation, and the gravity, respectively. And they can be given by(24)Ua=12r∫0LFkrdx=-12r2∫0LFdθdx2dx,Ub=EI2∫0Lk2dx=EIr22∫0Ld2θdx22+dθdx4dx,Ug=qrL,where L is the length of the drill string.Substituting the first-order differential and second-order differential of (22) into (23), the total potential energy is given by(25)Π=EILr22382πp4a4+122πpa2-FLr22122πpa2+qrL212a2-qrL2438a2.The first-order differential of (25) is written as(26)δΠ=∂Π∂aδa=EILr222πp438a3+a-FbLr222πp2a+qrLa2-qrL16a3δa.Equation (26) is equal to zero, and the axial load of the equilibrium state is given by (27)F=4π2EIp232a2+1+q4π2r1-a28p2.Let∂F/∂p=0, and the wavelength of sinusoidal buckling is given by (28)p=2πEIr3/2a2+1q1-a2/84.Substituting (28) into (27), the relationship between the axial load and the buckling amplitude is obtained:(29)F=2EIq1.5a2+11-0.125a2r.The critical load of the sinusoidal buckling is obtained whena=0.(30)Fcr=2EIqr.The second-order differential formula of (18) is expressed as(31)δ2Π=EILr222πp92a2+1-FbLr22+qrL2-3qrL16a2δa2.Substituting (27) and (28) into (30), the second-order differential form of total potential energy is expressed by(32)δ2Π=EILr222πp92a2+1-FbLr22+qrL2-3qrL16a2δa2.The critical point of the drill string to lose the steady state is obtained when13/3a2+2-1=0. The wavelength and the maximum axial load of the sinusoidal buckling are written as(33)p∗=2π12EIq,F∗=13EIq12r≈3.75EIqr.The drill string has not yet buckled when the axial load is less thanFcr. The sinusoidal buckling of the drill string is instability when the axial load is F∗.


### 4.2. Critical Load of Spiral Buckling

The potential energy of the bending deformation of the spiral buckling is expressed as(34)Ub=12∫0LEIx′′2+y′′2dz.The work done by the gravity of the drill string is given by(35)Wq=qrL1-cos⁡2πzphdz≈qrL-p-h2πsin⁡2πLp-h,where ph is the screw pitch of the buckling and L is a multiple of ph.The work done by the axial load, the potential energy, and the gravity should match the functional principle.(36)∫0δFδdδ=Ub+Wq.The relationship between the axial load and the displacement is given by(37)12Fδ=8π4EIr2Lp4+qrL.The axial shortening of the drill string is given by(38)δ=L1-pp2+4π2r2≈4π2r2Lp2.Substituting (38) into (37), the axial load is obtained as(39)F=8π2EIp2+qπ2rp2.The wavelength of the spiral buckling is obtained when∂F/∂p=0:(40)p=π8EIrq4.Substituting (40) into (39), the minimum critical load of the spiral buckling of the drill string is obtained as(41)Fhel=32EIqr≈4.24EIqr,where Fhel is the minimum critical load of the spiral buckling.The spiral buckling of the drill string occurs when the axial load is greater thanFhel. The drill string is situated between the sinusoidal buckling and the spiral buckling when the axial load changes between F∗ and Fhel.


## 4.1. Critical Load of Sinusoidal Buckling

Equations (20)–(22) can describe the configuration of sinusoidal buckling.(20)x=rcos⁡θ,(21)y=rsin⁡θ,(22)θ=asin⁡2πzp,where r is the radial displacement.The total potential energy is given by(23)Π=Ua+Ub+Ug,where Ua, Ub, and Ug are the work due to the lateral bending or buckling, the elastic deformation, and the gravity, respectively. And they can be given by(24)Ua=12r∫0LFkrdx=-12r2∫0LFdθdx2dx,Ub=EI2∫0Lk2dx=EIr22∫0Ld2θdx22+dθdx4dx,Ug=qrL,where L is the length of the drill string.Substituting the first-order differential and second-order differential of (22) into (23), the total potential energy is given by(25)Π=EILr22382πp4a4+122πpa2-FLr22122πpa2+qrL212a2-qrL2438a2.The first-order differential of (25) is written as(26)δΠ=∂Π∂aδa=EILr222πp438a3+a-FbLr222πp2a+qrLa2-qrL16a3δa.Equation (26) is equal to zero, and the axial load of the equilibrium state is given by (27)F=4π2EIp232a2+1+q4π2r1-a28p2.Let∂F/∂p=0, and the wavelength of sinusoidal buckling is given by (28)p=2πEIr3/2a2+1q1-a2/84.Substituting (28) into (27), the relationship between the axial load and the buckling amplitude is obtained:(29)F=2EIq1.5a2+11-0.125a2r.The critical load of the sinusoidal buckling is obtained whena=0.(30)Fcr=2EIqr.The second-order differential formula of (18) is expressed as(31)δ2Π=EILr222πp92a2+1-FbLr22+qrL2-3qrL16a2δa2.Substituting (27) and (28) into (30), the second-order differential form of total potential energy is expressed by(32)δ2Π=EILr222πp92a2+1-FbLr22+qrL2-3qrL16a2δa2.The critical point of the drill string to lose the steady state is obtained when13/3a2+2-1=0. The wavelength and the maximum axial load of the sinusoidal buckling are written as(33)p∗=2π12EIq,F∗=13EIq12r≈3.75EIqr.The drill string has not yet buckled when the axial load is less thanFcr. The sinusoidal buckling of the drill string is instability when the axial load is F∗.


## 4.2. Critical Load of Spiral Buckling

The potential energy of the bending deformation of the spiral buckling is expressed as(34)Ub=12∫0LEIx′′2+y′′2dz.The work done by the gravity of the drill string is given by(35)Wq=qrL1-cos⁡2πzphdz≈qrL-p-h2πsin⁡2πLp-h,where ph is the screw pitch of the buckling and L is a multiple of ph.The work done by the axial load, the potential energy, and the gravity should match the functional principle.(36)∫0δFδdδ=Ub+Wq.The relationship between the axial load and the displacement is given by(37)12Fδ=8π4EIr2Lp4+qrL.The axial shortening of the drill string is given by(38)δ=L1-pp2+4π2r2≈4π2r2Lp2.Substituting (38) into (37), the axial load is obtained as(39)F=8π2EIp2+qπ2rp2.The wavelength of the spiral buckling is obtained when∂F/∂p=0:(40)p=π8EIrq4.Substituting (40) into (39), the minimum critical load of the spiral buckling of the drill string is obtained as(41)Fhel=32EIqr≈4.24EIqr,where Fhel is the minimum critical load of the spiral buckling.The spiral buckling of the drill string occurs when the axial load is greater thanFhel. The drill string is situated between the sinusoidal buckling and the spiral buckling when the axial load changes between F∗ and Fhel.


## 5. Simulation and Experiment

The experimental apparatus for the drill string under horizontal compression is investigated based on the similarity theory [31]. The schematic diagram and physical maps of the whole structure are shown in Figures 4–6. The experiment apparatus is composed of drill string, loading system, simulation downhole, precession system, measurement system, and cycling system. The apparatus can be used to test the dynamic characteristics of the drill string in horizontal well with different axial load, rotational speed, and the fluid-solid coupling with different fluid rate. The general solution in the physical phenomenon group is transformed into the special solution through the single value condition in the similarity theory.Figure 4
Schematic diagram of the whole structure of the experimental apparatus.Figure 5
Experimental apparatus.Figure 6
Precession system.The similarity criteria are deduced by the dimension analysis method. The parameters and the dimensions of the drill string can be seen in Table1.Table 1
Drill string dynamics affect parameters and dimension.
Symbol
Parameters
Dimension
L-T-M system
a
1
Length of drill string
L
a
2
Elastic modulus
ML−1T−2
a
3
Drill string mass
M
a
4
Drill string density
ML−3
a
5
Memento of inertial
L4
a
6
Axial force; friction; drill string gravity
MT−2
a
7
Rotary speed
T−1According to Table1, the dimension matrix of the horizontal drill string dynamics system can be given in Table 2.Table 2
Dimension matrix of the horizontal drill string dynamics system.
a
1
a
2
a
3
a
4
a
5
a
6
a
7
M
0
1
1
1
0
1
0
L
1
-
1
-
3
0
4
1
0
T
0
-
2
0
0
0
-
2
-
1Then the following equations can be obtained from the dimension matrix:(42)a2+a3+a4+a6=0,a1-a2-3a3+4a5+a6=0,-2a2-2a6-a7=0.Solving (42), the following equation can be obtained:(43)a1=-3a4-4a5-2a6+a7,a2=-a6-0.5a7,a3=-a4+0.5a7.Thus, theπ matrix of (43) is shown in Table 3.Table 3
π matrix.
a
1
a
2
a
3
a
4
a
5
a
6
a
7
π
1
-
3
0
-
1
1
0
0
0
π
2
-
4
0
0
0
1
0
0
π
3
-
2
-
1
0
0
0
1
0
π
4
1
-
0.5
0.5
0
0
0
1According to theπ matrix, the following equations can be obtained:(44)π1=l-3ρ-1=ml3ρ,π2=l-4I=Il4,π3=l-2EF=Fl2E,π4=lE-0.5ρ0.5Ω=lΩρE.The similarity criteria are as follows:(45)Pl2E=P^l^2E^,lωρE=l^ω^ρ^E^.The similarity ratio of the rotational speed iscω=ω^/ω and the similarity ratio of the axial load is cP=P^/P. P^ and ω^ denote the axial load and rotational speed in the experiment, respectively. P and ω denote the axial load and rotational speed in the actual well field, respectively. In the experiment, cω=2.8 and cP=1/9130.


### 5.1. Parameters in the Experiment

According to the similarity theory, the parameters used in the experiment and the actual well field are shown in Table4. The simulation conducted in this paper adopts the parameters used in the actual well field.Table 4
Speed of the experiment and the simulation.
Rotational speed
Ω1
Ω2
Ω3
Ω4
Ω5
Ω6
Simulation/(r/min)
50
100
150
200
250
300
Experiment/(r/min)
17.36
34.72
53.57
71.43
89.29
107.14


### 5.2. Transfer Efficiency of the Axial Load

The curve between the loading and the receiving force from the sensors can be obtained. The curves of the static axial load and dynamic axial load are shown in Figures7 and 8.Figure 7
Static axial load.Figure 8
Dynamic axial load.
(a)
50 r/min
(b)
100 r/min
(c)
150 r/min
(d)
200 r/min
(e)
250 r/min
(f)
300 r/minThe load from the receiving end increases with loading and reduces with unloading, whether the drill string is rotary or not. The difference between the two curves in the initial stage is small, and, with the increase of the load, the difference between the two curves increases. Thus, the friction resistance increases. The load from the receiving end produces a delay as unloading, and the horizontal segment in the curve appears. Moreover, the two curves in the loading and unloading process are getting closer and closer with the development of the rotational speed, showing that the axial load transfer efficiency is higher and higher. Meanwhile, the vibrating frequency of the drill string buckling is increasing. The higher frequency vibration will significantly shorten the life of the drill string; however, reducing rotational speed is weighted against improving the transmission efficiency of the axial load. Therefore, the appropriate rotational speed should be chosen in the actual drilling. It is found that the rotational speed should be limited within a reasonable range (60 r/min–90 r/min) in the actual drilling. Then a better transfer efficiency and stability can be achieved.


### 5.3. Friction and Critical Buckling Load

The buckling deformation and even self-locking of the drill string in the borehole can lead to the failure of the drilling in horizontal well. Therefore, it is of great engineering significance to study the critical buckling load of the drill string. In the presented researches, it is assumed that the drill string does not rotate in general buckling model, and the friction resistance is opposite to the drilling direction. However, the friction resistance is determined by the rotation direction of the drill string. Mitchell [10] pointed out that the critical buckling load of the rotation drill string is 78% of that of the nonrotation drill string with ignoring the friction. The experimental method is employed to research the relationship between the critical buckling load of the rotation drill string in horizontal well and that of nonrotation drill string in this section. The critical buckling load of the rotation drill string in horizontal well is shown in Table 5.Table 5
Experimental results of critical buckling load of the drill string.
Rotational speed/(r/min)
Sinusoidal critical buckling load/(kgf)
Spiral critical buckling load/(kgf)
0
7.0
16.0
50
7.0
14.0
100
7.0
14.0
150
6.8
14.0
200
6.8
13.0
250
6.8
13.0
300
6.8
12.0The theoretical calculation results of the critical buckling load are shown in Table6.Table 6
Theoretical results of the critical loads.
Spiral buckling load/(kgf)
Sinusoidal buckling load/(kgf)
F
h
e
l
=
4
2
E
I
q
/
r
F
c
r
=
2
E
I
q
/
r
16.190
7.632The sinusoidal buckling load and the spiral buckling load are calculated with the methods proposed by Mitchell and Jiang. The results show that the critical load of sinusoidal buckling calculated in this paper is similar as the results obtained in the literatures [10]. The experiments are carried out by adjusting the rotational speed of the drill string and the axial load in order to obtain the dynamic critical buckling load of the drill string. The friction curves in the condition of loading and unloading under different rotational speeds of the drill string are obtained. The static friction curve and dynamic friction curve with different speeds are shown in Figures 9 and 10.Figure 9
Curve of friction resistance (static).Figure 10
Friction curve with different speeds (dynamic).
(a)
50 r/min
(b)
100 r/min
(c)
150 r/min
(d)
200 r/min
(e)
250 r/min
(f)
300 r/minThe critical load of the sinusoidal buckling is basically the same with the different rotational speed. Therefore, the rotational speed has no effect on the critical load of the sinusoidal buckling in horizontal well. However, the critical load of the spiral buckling of the rotation drill string is obviously smaller than that of the nonrotation drill string. The critical load of the spiral buckling with rotation is about 86% of the critical buckling load of the nonrotation drill string as the rotational speed within the scope (50 r/min–150 r/min) while it is 81% of the critical buckling load on the nonrotation drill string when the rotational speed is 200 r/min–250 r/min. And it is 75% when the rotational speed is 300 r/min.In short, the rotational speed of the drill string in horizontal well has no effect on the critical load of the sinusoidal buckling. The critical load of the spiral buckling, however, is reduced. Therefore, the rotation of drill string cannot be neglected in the study of the stability of drill string in horizontal well. High rotational speed will accelerate the failure of the drill string and shorten the service life of the drill string in engineering. The critical load of the drill string should be calculated accurately under different rotational speed so as to lengthen the service life of the drill string.


### 5.4. Rotational Speed Effects on Dynamic Buckling

The influence of the rotational speed on the motion status of the drill string in horizontal well is analyzed in this section. The curves of the dynamic characteristic in the numerical simulation and the experiment are shown in Figure11.Figure 11
Dynamic buckling with different speeds.The numerical simulations are basically in line with the experiments. Thus, the simulation results are proved to be reliable. With the increase of the rotational speed, the drill string is almost close to the bottom of the borehole wall at a low speed, leaving the bottom of the borehole wall at a higher speed. And the axis orbit exceeds the axis of the borehole; the drill string at the higher speed even collides the top of the borehole. Meanwhile, not only does the amplitude of the buckling increase, but the frequency of the vibration of the drill string increases. Therefore, for drilling operation, it is not appropriate to apply the extreme high speed for a long time, which will reduce the stability of the drill string and lead to the premature failure of the drill string.


### 5.5. Rotational Speed Effects on the Axis Orbit of the Drill String

The axis trajectory of the dynamic buckling in horizontal well under different rotational speeds is shown in Figure12.Figure 12
Axis trajectory of the dynamic buckling at different speeds (dynamic).
(a)
50 r/min
(b)
100 r/min
(c)
150 r/min
(d)
200 r/min
(e)
250 r/min
(f)
300 r/minThe buckling is mainly concentrated in the lower part of the borehole at a lower rotational speed, and the amplitude is also small. The drill string is still mainly in the lower part of the borehole when the speed is 150 r/min. Meanwhile the amplitude obviously increases. When the speed is higher, not only does the amplitude continue to increase, but also the drill string beats the borehole wall as shown in Figure12(e). The buckling is severer when the speed is 300 r/min. The axis orbit of the drill string has been changed from the lower part of the borehole to the entire cross-section of the borehole, and the whirl motion after the snaking movement occurs.Taken together, the drill string is always in the snaking state with the form of the sinusoidal buckling in the process of loading with the rotational speed in the range of 50 r/min–250 r/min. The drill string is obviously transformed from a snaking motion with a sinusoidal buckling configuration into a whirl motion with a spiral buckling configuration in the process of loading with a rotational speed 300 r/min. The whirl motion with the spiral buckling configuration can increase the friction between the drill string and the borehole wall and even cause the drill string locking. Therefore, the higher speed and axial load should be avoided to prevent self-locking phenomenon and the premature failure of the drill string.


## 5.1. Parameters in the Experiment

According to the similarity theory, the parameters used in the experiment and the actual well field are shown in Table4. The simulation conducted in this paper adopts the parameters used in the actual well field.Table 4
Speed of the experiment and the simulation.
Rotational speed
Ω1
Ω2
Ω3
Ω4
Ω5
Ω6
Simulation/(r/min)
50
100
150
200
250
300
Experiment/(r/min)
17.36
34.72
53.57
71.43
89.29
107.14


## 5.2. Transfer Efficiency of the Axial Load

The curve between the loading and the receiving force from the sensors can be obtained. The curves of the static axial load and dynamic axial load are shown in Figures7 and 8.Figure 7
Static axial load.Figure 8
Dynamic axial load.
(a)
50 r/min
(b)
100 r/min
(c)
150 r/min
(d)
200 r/min
(e)
250 r/min
(f)
300 r/minThe load from the receiving end increases with loading and reduces with unloading, whether the drill string is rotary or not. The difference between the two curves in the initial stage is small, and, with the increase of the load, the difference between the two curves increases. Thus, the friction resistance increases. The load from the receiving end produces a delay as unloading, and the horizontal segment in the curve appears. Moreover, the two curves in the loading and unloading process are getting closer and closer with the development of the rotational speed, showing that the axial load transfer efficiency is higher and higher. Meanwhile, the vibrating frequency of the drill string buckling is increasing. The higher frequency vibration will significantly shorten the life of the drill string; however, reducing rotational speed is weighted against improving the transmission efficiency of the axial load. Therefore, the appropriate rotational speed should be chosen in the actual drilling. It is found that the rotational speed should be limited within a reasonable range (60 r/min–90 r/min) in the actual drilling. Then a better transfer efficiency and stability can be achieved.


## 5.3. Friction and Critical Buckling Load

The buckling deformation and even self-locking of the drill string in the borehole can lead to the failure of the drilling in horizontal well. Therefore, it is of great engineering significance to study the critical buckling load of the drill string. In the presented researches, it is assumed that the drill string does not rotate in general buckling model, and the friction resistance is opposite to the drilling direction. However, the friction resistance is determined by the rotation direction of the drill string. Mitchell [10] pointed out that the critical buckling load of the rotation drill string is 78% of that of the nonrotation drill string with ignoring the friction. The experimental method is employed to research the relationship between the critical buckling load of the rotation drill string in horizontal well and that of nonrotation drill string in this section. The critical buckling load of the rotation drill string in horizontal well is shown in Table 5.Table 5
Experimental results of critical buckling load of the drill string.
Rotational speed/(r/min)
Sinusoidal critical buckling load/(kgf)
Spiral critical buckling load/(kgf)
0
7.0
16.0
50
7.0
14.0
100
7.0
14.0
150
6.8
14.0
200
6.8
13.0
250
6.8
13.0
300
6.8
12.0The theoretical calculation results of the critical buckling load are shown in Table6.Table 6
Theoretical results of the critical loads.
Spiral buckling load/(kgf)
Sinusoidal buckling load/(kgf)
F
h
e
l
=
4
2
E
I
q
/
r
F
c
r
=
2
E
I
q
/
r
16.190
7.632The sinusoidal buckling load and the spiral buckling load are calculated with the methods proposed by Mitchell and Jiang. The results show that the critical load of sinusoidal buckling calculated in this paper is similar as the results obtained in the literatures [10]. The experiments are carried out by adjusting the rotational speed of the drill string and the axial load in order to obtain the dynamic critical buckling load of the drill string. The friction curves in the condition of loading and unloading under different rotational speeds of the drill string are obtained. The static friction curve and dynamic friction curve with different speeds are shown in Figures 9 and 10.Figure 9
Curve of friction resistance (static).Figure 10
Friction curve with different speeds (dynamic).
(a)
50 r/min
(b)
100 r/min
(c)
150 r/min
(d)
200 r/min
(e)
250 r/min
(f)
300 r/minThe critical load of the sinusoidal buckling is basically the same with the different rotational speed. Therefore, the rotational speed has no effect on the critical load of the sinusoidal buckling in horizontal well. However, the critical load of the spiral buckling of the rotation drill string is obviously smaller than that of the nonrotation drill string. The critical load of the spiral buckling with rotation is about 86% of the critical buckling load of the nonrotation drill string as the rotational speed within the scope (50 r/min–150 r/min) while it is 81% of the critical buckling load on the nonrotation drill string when the rotational speed is 200 r/min–250 r/min. And it is 75% when the rotational speed is 300 r/min.In short, the rotational speed of the drill string in horizontal well has no effect on the critical load of the sinusoidal buckling. The critical load of the spiral buckling, however, is reduced. Therefore, the rotation of drill string cannot be neglected in the study of the stability of drill string in horizontal well. High rotational speed will accelerate the failure of the drill string and shorten the service life of the drill string in engineering. The critical load of the drill string should be calculated accurately under different rotational speed so as to lengthen the service life of the drill string.


## 5.4. Rotational Speed Effects on Dynamic Buckling

The influence of the rotational speed on the motion status of the drill string in horizontal well is analyzed in this section. The curves of the dynamic characteristic in the numerical simulation and the experiment are shown in Figure11.Figure 11
Dynamic buckling with different speeds.The numerical simulations are basically in line with the experiments. Thus, the simulation results are proved to be reliable. With the increase of the rotational speed, the drill string is almost close to the bottom of the borehole wall at a low speed, leaving the bottom of the borehole wall at a higher speed. And the axis orbit exceeds the axis of the borehole; the drill string at the higher speed even collides the top of the borehole. Meanwhile, not only does the amplitude of the buckling increase, but the frequency of the vibration of the drill string increases. Therefore, for drilling operation, it is not appropriate to apply the extreme high speed for a long time, which will reduce the stability of the drill string and lead to the premature failure of the drill string.


## 5.5. Rotational Speed Effects on the Axis Orbit of the Drill String

The axis trajectory of the dynamic buckling in horizontal well under different rotational speeds is shown in Figure12.Figure 12
Axis trajectory of the dynamic buckling at different speeds (dynamic).
(a)
50 r/min
(b)
100 r/min
(c)
150 r/min
(d)
200 r/min
(e)
250 r/min
(f)
300 r/minThe buckling is mainly concentrated in the lower part of the borehole at a lower rotational speed, and the amplitude is also small. The drill string is still mainly in the lower part of the borehole when the speed is 150 r/min. Meanwhile the amplitude obviously increases. When the speed is higher, not only does the amplitude continue to increase, but also the drill string beats the borehole wall as shown in Figure12(e). The buckling is severer when the speed is 300 r/min. The axis orbit of the drill string has been changed from the lower part of the borehole to the entire cross-section of the borehole, and the whirl motion after the snaking movement occurs.Taken together, the drill string is always in the snaking state with the form of the sinusoidal buckling in the process of loading with the rotational speed in the range of 50 r/min–250 r/min. The drill string is obviously transformed from a snaking motion with a sinusoidal buckling configuration into a whirl motion with a spiral buckling configuration in the process of loading with a rotational speed 300 r/min. The whirl motion with the spiral buckling configuration can increase the friction between the drill string and the borehole wall and even cause the drill string locking. Therefore, the higher speed and axial load should be avoided to prevent self-locking phenomenon and the premature failure of the drill string.


## 6. Conclusions

(
1
) The rotational speed of the drill string in horizontal well has no effect on the critical load of the sinusoidal buckling with different rotational speeds. However, the critical load of the spiral buckling will reduce with the development of the rotational speed of the drill string. Thus, an excessive rotational speed will accelerate the drill string failure and shorten the service life of the drill string. The results can be used to calculate the critical load and the selection of the bottom hole assembly and the rotational speed of the drill string as predrilling.(
2
) With the increase of the rotational speed, the vibration period of the drill string becomes smaller, and the amplitude of the dynamic buckling increases gradually. In other words, the stability of the drill string is gradually reduced. Therefore, it is not appropriate to apply the extreme high speed for a long time, which will reduce the stability of the drill string and lead to the premature failure of the drill string.(
3
) The drill string is always in the snaking state with a sinusoidal buckling configuration in the process of loading at a lower rotational speed while in a whirl motion with a spiral buckling configuration at a higher rotational speed, which will cause the self-locking of the drill string.



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*Source: 1658435-2017-11-22.xml*