# Elastostatic Stiffness Analysis for the US/UPS Parallel Manipulators

Authors: Weizhong Zhang; Wei Ye; Chao Yang
Journal: Mathematical Problems in Engineering
 (2020)

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## Abstract

The virtual joint method (VJM) cannot calculate the strain energy stored in each rod. In order to solve the problem, a modeling method of the elastostatic stiffness was investigated for the UP/UPS parallel manipulators (PMs), taking the example of the 6-SPS PM. The modeling method was based on screw theory, Castigliano’s theorem, and strain energy (where U, P, and S, respectively, denote universal, prismatic, and spherical joints). First, the actuator and constraint wrenches of the mechanism were obtained by screw theory. Second, compact limb stiffness matrices were obtained in terms of strain energy and Castigliano’s second theorem. Finally, analytic expressions for the overall stiffness matrix of the mechanism and the amplitudes of the actuator force were obtained by adopting the virtual work principle and the balance equation for the mobile platform. All relative errors between the results of the analytical model and the finite element model are below 2%, which validates the effectiveness of the elastostatic stiffness model. The virtual work index was adopted to evaluate the stiffness performance of the mechanism, and the results show that the stiffness is not only related to position and orientation but also closely related to the directions of external loads. It is also demonstrated that the method has general adaptability for the stiffness analysis for the US/UPS PMs, laying the foundation for further reasonable dynamic design and optimization of such manipulators.


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## 1. Introduction

Compared with serial manipulators, PMs with closed kinematic structures perform well in terms of accuracy, rigidity, and payload capacity and show high potentials to deal with numerous tasks [1–3]. Therefore, the detailed analyses of PMs are extremely important, including the workspace [4], kinematics [5], dynamics [6], elastostatics [7], and motion/force transmissibility [8].As an essential class of the UP/UPS PMs, the 6-SPS PM is an example of successful engineering applications [9], including parallel robotic manipulators [10], positioning devices [11], remote center-of-compliance devices [12], minimally invasive surgeries [13], and haptic interface mechanisms [14]. The 6 degrees of freedom (DOFs) of the Stewart PM based on the 6-SPS PM [15] are well known as a typical example to provide enough orientation capability and high stiffness, and it has been widely used in many industrial applications, for example, the flight simulators [16].To meet the demand for high precision from the industry, the stiffness analysis of PMs is also essential in the pre-design stage, which should consider the influences of joints and links, and is also the basis of the multi-objective optimization and structural design of PMs [17, 18]. Considering the influence and importance of stiffness on the precision of PMs, many progresses have been presented by the academic community for the stiffness characteristics of PMs, which are focused on the various methods of the stiffness modeling and performance evaluation index [19–23].Although the stiffness of the 6-SPS PM can be numerically simulated by using the finite element analysis (FEA) software, from which the results with high accuracy can be obtained, the process using the FEA software is very time-consuming, and it has to rebuild the model under different configurations [24, 25]. Therefore, developing the analytical or semi-analytical models in the pre-design stage is a better choice for estimating the stiffness characteristics of the Stewart PMs in the whole workspace [26]. Some analytical studies about the stiffness analysis of the Stewart PM have been proposed. Using the kinematics error model of the Stewart robot, Ding et al. analyzed the stiffness performance of the Stewart PM equipped with decoupled sensors and actuators [27]. Additionally, the FEA method under the action of (nanoscale) ultrahigh accuracy positioning and the large external load was used to verify the stiffness results. Adam et al. analyzed and evaluated the stiffness matrix of a double Stewart PM truss adopting an analytical method [28]. Based on the principle of linear superposition, Li et al. studied and established the stiffness matrix of the Stewart platform by considering the deformation of the mechanism support [29]. Svinin et al. analyzed the stiffness and stability of the Stewart PM under the condition of internal forces preloading [30]. Huang et al. considered the flexibility factor of the Stewart PM using the law of the conservation of energy and proposed a new conservative stiffness mapping [31]. They captured the compliance characteristics of the mechanism using an additional stiffness matrix. Moreover, since the rod of two-force only subjected to tension and compression, the virtual joint method is used to analyze the elastostatic stiffness performance of PMs [32, 33].Besides the stiffness modeling, the evaluation of stiffness performance is also essential for ensuring that the performance meets the requirement [34, 35]. The stiffness matrix of the PMs is a 6×6 mapping matrix, which can evaluate the relationships between the external wrenched and infinitesimal deformations. To evaluate the stiffness performance of the PMs, the stiffness matrix must be transformed into a quantifiable index [36, 37]. The most used stiffness indices at present include the determinant of the stiffness matrix [38], the average value of the eigenvalues [39], the maximum and minimum eigenvalues [40], and the ratio of the minimum and maximum eigenvalues [41]. However, owing to the different units used for position and orientation, there is a common shortcoming of all the above indices; i.e., the dimensions are not uniform, and the index values cannot be well illustrated. The virtual work index (VWI), used in this paper, is reciprocal of the virtual work done by the external load [35]. In contrast to the case for other indices, the units of position and orientation are uniformly used as virtual work within the VWI. Additionally, the VWI can be used to measure the deformation of PMs resisting external load in a specific direction.In order to solve the problem of the fact that the virtual joint method cannot calculate the strain energy stored in each rod, the main content of this paper is to investigate a modeling method for elastostatic stiffness analysis for the UP/UPS PMs, taking the example of the 6-SPS PM, which is based on the screw theory, Castigliano’s theorem, and strain energy method. Through calculating the strain energy stored in each rod, the stiffness matrices of each rod and PMs can be obtained, which have a clear physical meaning and concise expression.The remainder of the paper is organized as follows. Section2 adopts screw theory, strain energy, and Castigliano’s second theorem to derive a general analytical expression for the stiffness matrix of the limb of the 6-SPS PM. The elastostatic stiffness of the 6-SPS PM using the proposed method was analyzed. Section 3 uses the finite element commercial software ANSYS to develop FEA models in different configurations with external wrenches and makes a verification to show the correctness of the theoretical method. Based on the virtual work, Section 4 introduces and evaluates the stiffness performance of the 6-SPS PM by using VWI. Section 5 discusses the results of the simulation. Section 6 presents the conclusions of the study and suggestions for future work.


## 2. Elastostatic Stiffness Modeling for the 6-SPS PM

### 2.1. Process of Elastostatic Stiffness Modeling for the 6-SPS PM

Based on the strain energy method, Castigliano’s second theorem, and the screw system of the limb stiffness matrix for the Stewart PM and the deformation coordination equation (DCE), the global stiffness matrix of parallel mechanism is derived [42]. The calculation process is shown in Figure 1.Figure 1
Calculation flow chart of the global stiffness matrix K.At the same time, the constrained reaction force exerted on the mobile platform by the supporting limb is obtained. The calculation steps are described in detail as follows:Step 1: using reciprocal screw theory, the constraint wrenches exerted on the mobile platform were defined by limbs$i1=$i1$i2…Step 2: based on the assumption of small deformations and the mechanics of the materials, we calculate the strain energyUi=f×fi2 of each supporting limb, where fi=fi1fi2 are the magnitudes of the limb constraint wrenches and Ui a function of fiStep 3: based on Castigliano’s second theorem, the elastic deformation at the end of each limb in the direction of the screw axis of the constraint wrenches is calculated as follows:δi=δi1δi2…, where δij=∂Ui/∂fijStep 4: we map elastic deformationδi to constraint wrenches fi, namely, δi=Cifi; the stiffness matrix of the limb can be obtained easily, namely, Ki=Ci−1Step 5: the equilibrium equation of the mobile platform in a specific coordinate system was formulated, whereW=GfFfStep 6: using the results from steps 4 and 5 along with the virtual work principle, the DCEs are obtained asδi=JiTD, Ji=$i1r$i2r…, where D is the infinitesimal twist of the geometric center point of the mobile platform and Ji is the mapping matrix between δi and DStep 7: using the DCEs, the overall stiffness matrixK is obtained, where K=Ji∑KtJiTD=K−1WStep 8: from matrix K, the magnitudes of the constraint wrenches are obtained, wherefi=Kiδi=KiJiTK−1W


### 2.2. Description for the UP/UPS PMs

In the following, the application of the stiffness modeling method for the UP/UPS PMs is studied. The UP/UPS PMs feature a static platform and mobile platform connected through both links (legs) of type US having constant length and legs of type UPS having controllable distance, as shown in Figure2.Figure 2
PM with legs of types US and UPS.A typical characteristic of the US/UPS PMS is the same topological structure within the workspace. In the process of parameterization, generalized matrices with the same independent variables and similar structures are analyzed. A class of three-degree-of-freedom (3-DOF) US/UPS PMs, in which the relative motion between the base and platform is spherical, has been proposed, where mechanisms belonging to this class have at least three legs of type US and only three legs of type UPS [43]. A class of 6-DOF US/UPS PMs, in which the relative motion between the base and platform is general, has been proposed, where mechanisms belonging to this class have legs of type UPS only [44].The diagram of the model and the coordinate system of the 6-SPS PM are shown in Figure3. Six identical linkages of the 6-SPS PM connect the mobile platform and static platform at Bi and Ai through a spherical joint. Both the mobile platform and static platform are semi-regular hexagons. The circumferential radius of the mobile platform and static platform is, respectively, denoted by Rb and Ra. The center angles of the long sides A1A2 and B2B3 are β0. As is well known, there are six SPS limbs for 6-SPS PM.Figure 3
Diagram of the model for the 6-SPS PM.


### 2.3. Stiffness Matrix of Each Limb for the 6-SPS PM

A force analysis diagram of the mobile platform of the 6-SPS PM is shown in Figure4. The motion pairs of the limb from the base to the mobile platform are S pairs, P pairs, and S pairs. Each limb of the 6-SPS is subjected only to an axial force, resulting in the limb rod generating a tensile or compressive elastic deformation. According to the screw theory, there is a constrained wrench exerted on the SPS limb of the mobile platform along the center for the two S pairs. Therefore, the SPS rod can regard each limb as a two-force rod only subject to tension and compression. Force analyses of the SPS limb and mobile platform are shown in Figure 5:(1)fNi=fi.Figure 4
Force analysis chart of the mobile platform.Figure 5
Free-body diagram and section view of theith linear rod.The strain energy of the SPS limb is given as(2)Ui=fNi2Li2EiAi,where fNi is the axial force of the ith limb, Li is the length of the ith limb, Ei is the elastic modulus of the ith limb, and Ai is the cross-sectional area of the ith limb. The total strain energy of the mechanism can be obtained as(3)U=∑i=16Ui=∑i=16fNi2Li2EiAi.The elastic deformation of the limb end along the direction of the constraint wrench screw system is obtained from Castigliano’s second theorem and the relation(4)δi=∂Ui∂fi=LiEiAifi.The screw flexibility matrix of the constraint system of the supporting limb is obtained as(5)Ci=LiEiAi.And the screw stiffness matrix of the constraint system is further obtained as(6)Ki=Ci−1.According to the giveCcn position and attitude, the compliance matrix of the SPS limb isCi=Li/EiAi, as expressed by equation (5). The stiffness matrix is Ki=Ci−1, where $ir=sibi×si is the unit screw of the constraint wrench vector direction applied by the ith limb to the mobile platform. Si is the unit vector along the path of the AiBi rod, bi = pBi, and Ji=$ir. Si and bi are expressed in the definite coordinate system o−xyz. The overall stiffness matrix Ki can thus be obtained from equation (6).


### 2.4. Overall Stiffness Matrix

The mobile platform equilibrium equation is(7)W=…$i1r…$ijr…f=GfEf,where W = [F M] is an extra wrench acting on the mobile platform and $ijr is the unit screw of the jth constraint force that the ith limb exerts on the mobile platform. GfEf=…$i1r…$ijr… is a 6 × 6 matrix while f=…fi1…fij…T is a 6 × 1 matrix.Under the action of the constraint wrench screw, elastic deformation at the end of each limb of the mechanism is generated along the axis of the constraint wrench screw. The deformation coordination between the infinitesimal displacements of the mobile platform under the action of external forces is expressed as(8)δi1…δijT=$i1r…$ijrTD=JiTD,where Ji=$i1r…$ijrT and D is the tiny twist of the geometric center point of the mobile platform. According to the knowledge of material mechanics, we have(9)fi1…fijT=Kδi1…δijT,Then, by substituting equations (8) and (9) into equation (7), we have(10)W=…$i1r…$ijrf=∑i=1n$i1r…$ijrW=fi1…fijT,=∑i=1nJiKiJiTD=KD,(11)K=∑i=1nJiKiJiT,where n is the number of limbs of the Stewart PM. Equation (11) is the general analytical expression of the overall stiffness matrix and is more concise. The analytical model of the stiffness matrix is given from the perspective of strain energy and Castigliano’s second theorem.


### 2.5. Amplitude of the Driving Force

From equation (10), we further obtain(12)D=K−1W.Then, by substituting equations (8) and (12) into equation (9), we obtain the inverse constrained solution equation as(13)fi1…fijT=KiJiTK−1W.


### 2.6. Comparison with the Virtual Joint Method

According to the calculation requirements of the VJM, the rod is regarded as a rigid rod, supported by a virtual spring at both ends of the rod. The limb of the SPS can be treated as a two-force rod, and the virtual spring is a one-way spring along the axial direction of the rod. The stiffness coefficient of the spring is(14)Ki=EALi.The overall stiffness matrixK is(15)K=∑i=16KiJiJiT.Formally, equation (15) is the same as equation (11). Due to the fact that the VJM method cannot calculate the strain energy stored in each rod, the method proposed in this paper can calculate the strain energy stored in each rod and overall parallel manipulators. A new approach to solving the problem of each component for the stiffness performance of the PM is proposed.


## 2.1. Process of Elastostatic Stiffness Modeling for the 6-SPS PM

Based on the strain energy method, Castigliano’s second theorem, and the screw system of the limb stiffness matrix for the Stewart PM and the deformation coordination equation (DCE), the global stiffness matrix of parallel mechanism is derived [42]. The calculation process is shown in Figure 1.Figure 1
Calculation flow chart of the global stiffness matrix K.At the same time, the constrained reaction force exerted on the mobile platform by the supporting limb is obtained. The calculation steps are described in detail as follows:Step 1: using reciprocal screw theory, the constraint wrenches exerted on the mobile platform were defined by limbs$i1=$i1$i2…Step 2: based on the assumption of small deformations and the mechanics of the materials, we calculate the strain energyUi=f×fi2 of each supporting limb, where fi=fi1fi2 are the magnitudes of the limb constraint wrenches and Ui a function of fiStep 3: based on Castigliano’s second theorem, the elastic deformation at the end of each limb in the direction of the screw axis of the constraint wrenches is calculated as follows:δi=δi1δi2…, where δij=∂Ui/∂fijStep 4: we map elastic deformationδi to constraint wrenches fi, namely, δi=Cifi; the stiffness matrix of the limb can be obtained easily, namely, Ki=Ci−1Step 5: the equilibrium equation of the mobile platform in a specific coordinate system was formulated, whereW=GfFfStep 6: using the results from steps 4 and 5 along with the virtual work principle, the DCEs are obtained asδi=JiTD, Ji=$i1r$i2r…, where D is the infinitesimal twist of the geometric center point of the mobile platform and Ji is the mapping matrix between δi and DStep 7: using the DCEs, the overall stiffness matrixK is obtained, where K=Ji∑KtJiTD=K−1WStep 8: from matrix K, the magnitudes of the constraint wrenches are obtained, wherefi=Kiδi=KiJiTK−1W


## 2.2. Description for the UP/UPS PMs

In the following, the application of the stiffness modeling method for the UP/UPS PMs is studied. The UP/UPS PMs feature a static platform and mobile platform connected through both links (legs) of type US having constant length and legs of type UPS having controllable distance, as shown in Figure2.Figure 2
PM with legs of types US and UPS.A typical characteristic of the US/UPS PMS is the same topological structure within the workspace. In the process of parameterization, generalized matrices with the same independent variables and similar structures are analyzed. A class of three-degree-of-freedom (3-DOF) US/UPS PMs, in which the relative motion between the base and platform is spherical, has been proposed, where mechanisms belonging to this class have at least three legs of type US and only three legs of type UPS [43]. A class of 6-DOF US/UPS PMs, in which the relative motion between the base and platform is general, has been proposed, where mechanisms belonging to this class have legs of type UPS only [44].The diagram of the model and the coordinate system of the 6-SPS PM are shown in Figure3. Six identical linkages of the 6-SPS PM connect the mobile platform and static platform at Bi and Ai through a spherical joint. Both the mobile platform and static platform are semi-regular hexagons. The circumferential radius of the mobile platform and static platform is, respectively, denoted by Rb and Ra. The center angles of the long sides A1A2 and B2B3 are β0. As is well known, there are six SPS limbs for 6-SPS PM.Figure 3
Diagram of the model for the 6-SPS PM.


## 2.3. Stiffness Matrix of Each Limb for the 6-SPS PM

A force analysis diagram of the mobile platform of the 6-SPS PM is shown in Figure4. The motion pairs of the limb from the base to the mobile platform are S pairs, P pairs, and S pairs. Each limb of the 6-SPS is subjected only to an axial force, resulting in the limb rod generating a tensile or compressive elastic deformation. According to the screw theory, there is a constrained wrench exerted on the SPS limb of the mobile platform along the center for the two S pairs. Therefore, the SPS rod can regard each limb as a two-force rod only subject to tension and compression. Force analyses of the SPS limb and mobile platform are shown in Figure 5:(1)fNi=fi.Figure 4
Force analysis chart of the mobile platform.Figure 5
Free-body diagram and section view of theith linear rod.The strain energy of the SPS limb is given as(2)Ui=fNi2Li2EiAi,where fNi is the axial force of the ith limb, Li is the length of the ith limb, Ei is the elastic modulus of the ith limb, and Ai is the cross-sectional area of the ith limb. The total strain energy of the mechanism can be obtained as(3)U=∑i=16Ui=∑i=16fNi2Li2EiAi.The elastic deformation of the limb end along the direction of the constraint wrench screw system is obtained from Castigliano’s second theorem and the relation(4)δi=∂Ui∂fi=LiEiAifi.The screw flexibility matrix of the constraint system of the supporting limb is obtained as(5)Ci=LiEiAi.And the screw stiffness matrix of the constraint system is further obtained as(6)Ki=Ci−1.According to the giveCcn position and attitude, the compliance matrix of the SPS limb isCi=Li/EiAi, as expressed by equation (5). The stiffness matrix is Ki=Ci−1, where $ir=sibi×si is the unit screw of the constraint wrench vector direction applied by the ith limb to the mobile platform. Si is the unit vector along the path of the AiBi rod, bi = pBi, and Ji=$ir. Si and bi are expressed in the definite coordinate system o−xyz. The overall stiffness matrix Ki can thus be obtained from equation (6).


## 2.4. Overall Stiffness Matrix

The mobile platform equilibrium equation is(7)W=…$i1r…$ijr…f=GfEf,where W = [F M] is an extra wrench acting on the mobile platform and $ijr is the unit screw of the jth constraint force that the ith limb exerts on the mobile platform. GfEf=…$i1r…$ijr… is a 6 × 6 matrix while f=…fi1…fij…T is a 6 × 1 matrix.Under the action of the constraint wrench screw, elastic deformation at the end of each limb of the mechanism is generated along the axis of the constraint wrench screw. The deformation coordination between the infinitesimal displacements of the mobile platform under the action of external forces is expressed as(8)δi1…δijT=$i1r…$ijrTD=JiTD,where Ji=$i1r…$ijrT and D is the tiny twist of the geometric center point of the mobile platform. According to the knowledge of material mechanics, we have(9)fi1…fijT=Kδi1…δijT,Then, by substituting equations (8) and (9) into equation (7), we have(10)W=…$i1r…$ijrf=∑i=1n$i1r…$ijrW=fi1…fijT,=∑i=1nJiKiJiTD=KD,(11)K=∑i=1nJiKiJiT,where n is the number of limbs of the Stewart PM. Equation (11) is the general analytical expression of the overall stiffness matrix and is more concise. The analytical model of the stiffness matrix is given from the perspective of strain energy and Castigliano’s second theorem.


## 2.5. Amplitude of the Driving Force

From equation (10), we further obtain(12)D=K−1W.Then, by substituting equations (8) and (12) into equation (9), we obtain the inverse constrained solution equation as(13)fi1…fijT=KiJiTK−1W.


## 2.6. Comparison with the Virtual Joint Method

According to the calculation requirements of the VJM, the rod is regarded as a rigid rod, supported by a virtual spring at both ends of the rod. The limb of the SPS can be treated as a two-force rod, and the virtual spring is a one-way spring along the axial direction of the rod. The stiffness coefficient of the spring is(14)Ki=EALi.The overall stiffness matrixK is(15)K=∑i=16KiJiJiT.Formally, equation (15) is the same as equation (11). Due to the fact that the VJM method cannot calculate the strain energy stored in each rod, the method proposed in this paper can calculate the strain energy stored in each rod and overall parallel manipulators. A new approach to solving the problem of each component for the stiffness performance of the PM is proposed.


## 3. Comparison of the Proposed Model and FEA Model

The finite-element commercial software ANSYS is used to develop a unified FEA model and verify the correctness and feasibility of the method investigated in this paper. Analytical expression theory and the FEA simulation model are implemented.Physical parameters of the 6-SPS PM are given in Table1, where R is the radius of the circumferential circle of the fixed platform, r is the radius of the circumferential circle of the mobile platform, d is the diameter of the cross section of the limb rod, and E and G are, respectively, the elastic modulus and shear modulus of the material.Table 1
Physical and structural parameters of the 6-SPS PM.
ParametersUnitsDataRmm200rmm150dmm60EGPa210GGPa80At the same time, the five poses and five groups of external forces and their couples acting on the mobile platform of the 6-SPS PM are given in Table2.Table 2
Configuration and external loads of the 6-SPS PM.
Parameters (meters)UnitsPose 1Pose 2Pose 3Pose 4Pose 5Xmm0000−70Ymm000060Zmm430430430430430αrad0pi/90pi/90βrad0pi/90pi/90γrad00pi/900FxN00111FyN00111FzN−1−1−1−1−1MxNm00111MyNm00111MzNm00111Five groups of data to make a theoretical analysis calculation and FEA simulation calculation for the established analytical model are taken. The results obtained using the two methods are compared one by one. The theoretical calculation values, FEA simulation values, and relative errors of each group are listed in Table3. It shows that the maximum relative error is 1.581% for the fifth group. All relative errors between the results of the analytical model and the workbench finite element model are below 2%, which validates the effectiveness of the proposed elastostatic stiffness model of the 6-SPS PM.Table 3
Deformation of the geometric center point of the mobile platform of the 6-SPS PM (comparison of the results of the FEA and theoretical models).
PoseMethodδx (mm) (×10−4)δy (mm) (×10−4)δz (mm) ×10−5)δθx (rad) (×10−7)Δθy (rad) (×10−7)Δθz (rad) (×10−7)1Theoretical model−1.066e−17−3.272e−17−0.1738.338e−18−4.254e−171.665e−16FEA results−0.199e−70.345e−7−0.1750.212e−60.122e−6−0.551e−13Relative error (%)——1.297———2Theoretical model−0.00126910.0091930−0.159820.014668−0.0014667−0.048271FEA results−0.00128430.0093202−0.161900.014880−0.0014839−0.048905Relative error (%)1.18351.36481.28471.42471.15911.29643Theoretical model0.638480.63894−0.172720.23141−0.228170.014194FEA results0.646880.64735−0.174990.23445−0.231170.014386Relative error (%)1.29851.29911.14291.28211.29871.38894Theoretical model0.7520.585−0.2390.0732−0.388−1.37FEA results0.7620.593−0.2420.0742−0.393−1.39Relative error (%)1.31231.34911.23971.34771.27231.43885Theoretical model0.5770.730−0.2610.248−0.2490.0431FEA results0.5850.739−0.2640.251−0.2530.0436Relative error (%)1.36751.21791.13641.19521.58101.1468


## 4. Stiffness Index of the 6-SPS PM

The VWI is used to evaluate the stiffness of PMs. In contrast with other indices, this index unifies the units of displacement and angle relating to virtual work. By correlating the value of the stiffness index with the direction of the external load, the ability of the mechanism to resist the external load in one direction is measured.Supposing that a unit wrench W is imposed on the mobile platform, the virtual work done by the unit wrench can be expressed as(16)WV=WTδξ.The infinitesimal twist isδξ=K−1W , and the VWI of the stiffness for the 6-SPS can thus be expressed as(17)VW=1WTK−1W.The VWI of the stiffness for the 6-SPS PM is a measure of the ability of the mechanism to resist deformation under a given external wrench. It allows the stiffness matrix to be transformed into a single index value. To calculate the value of the VWI, the virtual work completed by the force and moment must have the same units.


## 5. Results and Discussion of the Simulation

For the convenience of research, the unit of virtual work in the calculation process is uniformly adopted as 0.001 J. The distribution of the VWI of the 6-SPS PM in the planez = 430 mm, when W = [0 0 −1 0 0 0]T and W = [0.4082; 0.4082; 0.4082; 0.4082; 0.4082]T. The VWI of the stiffness for the Stewart PM changes with x and y, as shown in Figures 6(a) and 6(b), and index value changes with pose, as shown in Figures 6(c) and 6(d).Figure 6
FEA simulation calculation of (a) the stiffness for pose 2 angle change, (b) the stiffness for pose 3 displacement change, (c) the stiffness for pose 3 angle change, and (d) the stiffness for pose 4 displacement change.
(a)(b)(c)(d)Under the vertical load, Figures7(a) and 7(c) show the VWI of the stiffness for the 6-SPS PM that has a symmetrical distribution. The results are consistent with the fact that the mechanism is symmetrical. The stiffness index presents a different distribution under the action of external loads in different directions. Figure 7(a) shows the results for a vertical load. The stiffness of the 6-SPS PM is best for the central position, and the stiffness performance of the mechanism decreases rapidly with deviation from this position.Figure 7
Distribution of changes in the VWI with the values ofx and y for the 6-SPS PM in the plane z = 430 when (a) W = [0 0 −1 0 0 0]T, (b) W = [0.4082; 0.4082; 0.4082; 0.4082; 0.4082]T, (c) W = [0 0 −1 0 0 0]T, and (d) W = [0.4082; 0.4082; 0.4082; 0.4082; 0.4082]T.
(a)(b)(c)(d)Similarly, we can see from Figure7(c) that the stiffness performance of the 6-SPS PM is best when the position is not deflected, and the stiffness performance of the mechanism decreases rapidly with deviation from this position.Figures7(b) and 7(d) show that the optimal position for the 6-SPS PM stiffness under random loading is not at the central position of the mechanism. The results show that the stiffness performance of the 6-SPS PM is closely related to the direction of the external load and different under different external loads. It is shown that the elastic deformation of the 6-SPS PM is closely associated with the stiffness, configuration, and external loads.


## 6. Conclusion

In this work, a modeling method is investigated for elastostatic stiffness analysis for the UP/UPS PMs, taking the example of the 6-SPS PM, which is based on the screw theory, Castigliano’s theorem, and strain energy method. The global stiffness matrix was derived. The virtual work index was adopted to evaluate the stiffness of the 6-SPS PM, and the VWI was used to measure the deformation of the 6-SPS PM in resisting external loads in specific directions. The main conclusions of the study are as follows:(1)
Although the theoretical method used in this paper is much simplified and has many limitations, the results show that the relative errors of the theoretical model and finite element model are less than 2%, which verifies the correctness of the analytical model. During the predesign stage, the stiffness analysis model used in this paper can be regarded as an alternative to the finite element model in evaluating the stiffness performance of the 6-SPS PM.(2)
The VWI was used to evaluate the stiffness performance of the 6-SPS PM. The results show that the stiffness of the mechanism is related to the direction of the action of the external wrench.(3)
In contrast, VJM cannot calculate the strain energy stored in each rod, and the described method can be applied to not only the 6-SPS PM but also other US/UPS PMs, such as two-DOF PMs, three-DOF PMs, and other six-DOF PMs.The modeling method for the elastostatic stiffness of the US/UPS PMs was derived in this paper. The limitation of the model is that the flexibility of a joint is ignored. The study did not establish an experimental model for verification and did not consider the problem of dynamics. These issues need further study in the future.



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