Influence of the Foundation on the Threshold of Stability for Rotating Machines with Roller Bearings—A Theoretical Analysis

Abstract

The paper presents a mathematical model for analyzing the threshold of stability for rotating machines, where the rotor is linked to the stator by roller bearings, bearing housings and end-shields and where the stator feet are mounted on a soft foundation. The internal (rotating) damping of the rotor is the only source of instability, which is considered in the paper. After the mathematical coherences of the multibody model are described, a procedure is presented for deriving the threshold of stability. Additionally, a numerical example is shown, where the threshold of stability is calculated for different boundary conditions. It could be demonstrated, that the stiffness of the foundation—even if the foundation stiffness is isotropic—can help stabilizing this kind of vibration system in the same way as orthotropic bearing stiffness or orthotropic bearing housing and end-shield stiffness for a rigid foundation.

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Werner, U. (2017) Influence of the Foundation on the Threshold of Stability for Rotating Machines with Roller Bearings—A Theoretical Analysis. Journal of Applied Mathematics and Physics, 5, 1380-1397. doi: 10.4236/jamp.2017.56114.

1. Introduction

When designing rotating machines, it is important to calculate the vibration behavior and to consider the influence of the foundation  -  . Beside the forced vibrations―due to e.g. unbalance―also self-excited vibrations have to be considered. There are many effects, which cause self-excited vibrations, e.g. not equal cross-coupling stiffness coefficient in the oil film of sleeve bearings, steam excitations in steam turbines, electromagnetic field damping effects in induction motors, and internal (rotating) damping of the rotor shaft, referring to    and  . When designing rotating machines, it is important to know, at which rotor speed the threshold of rotor stability is reached. If this rotor speed is exceeded, self-excited vibrations are caused, occurring with a natural frequency of the system. This threshold of stability can be pushed to higher rotor speeds, if external damping is added to the rotor, e.g. by squeeze film dampers. But also orthotropic bearing and/or orthotropic support stiffness help to increase the threshold of stability, referring to    and  . The aim of the paper is now to derive a vibration model for a special kind of rotating machine, where the rotor is linked to the stator by roller bearings, bearing housings and end-shields and where the stator feet are mounted on a soft foundation, so that the centre of gravity of the stator is displaced by the height h from the foundation (Figure 1). A soft foundation may be realized by e.g. rubber elements, where the machine is mounted, or by a steel frame foundation, because steel frame foundations are often very flexible, because of economically reasons. Therefore, in the model not only the rotor, the bearings and the support of the bearings are considered, but also the mass and inertia of the stator at its centre of gravity, and the foundation under the machine feet.

2. Vibration Model

The vibration model is a simplified model, which describes the movement in the yz-plane (Figure 2). The model is generally based on the model in  , but modified especially for rotating machines with roller bearings instead of sleeve bearings. The model covers a wide range of rotating machines, and not only electrical machines. Therefore no electromagnetism is here considered, contrarily to  , where electromagnetic field damping is in the focus. However, the most important difference to  is that in this paper here not forced vibrations are analyzed but self-exciting vibrations due to instability, caused by internal (rotating) damping of the rotor shaft.

The vibrations system consists of two main masses, the rotor mass ${m}_{w}$ , which is concentrated as a lumped mass in the middle between the two bearings, and the stator mass ${m}_{s}$ , which is concentrated in the centre of gravity S of the stator with the mass inertia ${\theta }_{s}$ .

Figure 1. Special kind of rotating machine with rotor, roller bearings, bearing housings, end-shields and stator, mounted on a soft foundation.

Figure 2. Vibration model.

Beside these two main masses, two additionally masses are considered, the mass of the shaft journal ${m}_{v}$ and the mass of the bearing housing ${m}_{b}$ , mostly to avoid zeros at the main diagonal of the mass matrix. The rotor has the rotor stiffness c and the internal damping ${d}_{i}$ and rotates with the rotary angular frequency Ω. The rotor is connected to the end-shields by bearing housings and roller bearings, which suppose to be equal for each machine side. Many methods and strategies are described in literature to derive the stiffness of roller bearings, e.g.  -  . In this paper, a simplified bearing model is used, where the stiffness of the roller bearings is described by the roller bearing stiffness matrix ${C}_{r}$ , with the vertical bearing stiffness crz and horizontal bearing stiffness ${c}_{ry}$ . Cross coupling coefficients of the roller bearings are neglected as well as damping of the roller bearings. The stiffness and damping of the bearing housing and end- shields is described by the bearing housing and end-shield stiffness and damping matrix ${C}_{b}$ and ${D}_{b}$ , which also suppose to be equal for each machine side. The stator structure is here assumed to be very stiff, compared to the foundation stiffness, so the stator structure can be modeled rigid. The stator feet - FL (left side) and FR (right side) - are connected to the ground by the foundation stiffness and damping matrix ${C}_{f}$ and ${D}_{f}$ , which are also assumed to be equal for the right side and left side of the machine. When deriving the damping coefficients, it has to be considered, that the natural vibration of the critical mode occurs with the angular natural frequency ${\omega }_{stab}$ at the threshold of stability, which is the rotary angular frequency ${\Omega }_{stab}$ . Therefore, the whirling angular frequency ${\omega }_{F}$ of the rotor becomes ${\omega }_{stab}$ , at the rotary angular frequency of $\Omega ={\Omega }_{stab}$ :

${\omega }_{F}={\omega }_{stab}$ (1)

The internal material damping of the rotor ${d}_{i}$ can be described by the stiffness of the rotor c and mechanical loss factor $\mathrm{tan}{\delta }_{i}$ of the rotor, depending on the whirling angular frequency ${\omega }_{F}$ , referring to  :

${d}_{i}\left({\omega }_{F}\right)=\frac{c\cdot \mathrm{tan}{\delta }_{i}}{{\omega }_{F}}$ (2)

The same approach is deduced for the damping coefficients of the bearing housing end end-shield and of the foundation:

${d}_{bz}\left({\omega }_{F}\right)=\frac{{c}_{bz}\cdot \mathrm{tan}{\delta }_{b}}{{\omega }_{F}};\text{\hspace{0.17em}}\text{\hspace{0.17em}}{d}_{by}\left({\omega }_{F}\right)=\frac{{c}_{by}\cdot \mathrm{tan}{\delta }_{b}}{{\omega }_{F}}$ (3)

${d}_{fz}\left({\omega }_{F}\right)=\frac{{c}_{fz}\cdot \mathrm{tan}{\delta }_{f}}{{\omega }_{F}};\text{\hspace{0.17em}}\text{\hspace{0.17em}}{d}_{fy}\left({\omega }_{F}\right)=\frac{{c}_{fy}\cdot \mathrm{tan}{\delta }_{f}}{{\omega }_{F}}$ (4)

With the stiffness of the bearing housing end end-shield ${c}_{bz}$ and ${c}_{by}$ and the stiffness of the foundation at each machine side (left and right side) ${c}_{fz}$ and ${c}_{fy}$ and the loss factor of the bearing housing and end-shield $\mathrm{tan}{\delta }_{b}$ and of the foundation $\mathrm{tan}{\delta }_{f}$ .

3. Mathematical Model

To get the threshold of stability, it is necessary to derive the homogenous differential equation by separating the vibration system into four single systems: a) rotor mass system, b) journal system, c) bearing house system and d) stator mass system (Figure 3).

Figure 3. Vibration system cut free into subsystems.

The displacements of the stator mass (zs, ys, js) is small, compared to the dimensions of the machine (h, b, Y), therefore following linearization is possible:

${z}_{fL}={z}_{s}-{\phi }_{s}\cdot b;\text{\hspace{0.17em}}{z}_{fR}={z}_{s}+{\phi }_{s}\cdot b;\text{\hspace{0.17em}}{y}_{fL}={y}_{fR}={y}_{s}-{\phi }_{s}\cdot h$ (5)

The homogenous differential equation system can be derived by analyzing the equilibrium of at each single system:

$M\cdot \stackrel{¨}{q}+D\cdot \stackrel{˙}{q}+C\cdot q=0$ (6)

with the coordinate vector $q$ :

$q={\left[{z}_{s};{z}_{w};\text{\hspace{0.17em}}{y}_{s};{y}_{w};{\phi }_{s};\text{\hspace{0.17em}}{z}_{v};\text{\hspace{0.17em}}{z}_{b};{y}_{v};\text{\hspace{0.17em}}{y}_{b}\right]}^{\text{T}}$ (7)

with the mass matrix $M$ :

$M=\left[\begin{array}{ccccccccc}{m}_{s}& 0& 0& 0& 0& 0& 0& 0& 0\\ 0& {m}_{w}& 0& 0& 0& 0& 0& 0& 0\\ 0& 0& {m}_{s}& 0& 0& 0& 0& 0& 0\\ 0& 0& 0& {m}_{w}& 0& 0& 0& 0& 0\\ 0& 0& 0& 0& {\Theta }_{sx}& 0& 0& 0& 0\\ 0& 0& 0& 0& 0& 2{m}_{v}& 0& 0& 0\\ 0& 0& 0& 0& 0& 0& 2{m}_{b}& 0& 0\\ 0& 0& 0& 0& 0& 0& 0& 2{m}_{v}& 0\\ 0& 0& 0& 0& 0& 0& 0& 0& 2{m}_{b}\end{array}\right]$ (8)

with the damping matrix $D$ :

$D=\left[\begin{array}{ccccccccc}2\left({d}_{fz}+{d}_{bz}\right)& 0& 0& 0& 0& 0& -2{d}_{bz}& 0& 0\\ 0& {d}_{i}& 0& 0& 0& -{d}_{i}& 0& 0& 0\\ 0& 0& 2\left({d}_{fy}+{d}_{by}\right)& 0& -2{d}_{fy}\cdot h& 0& 0& 0& -2{d}_{by}\\ 0& 0& 0& {d}_{i}& 0& 0& 0& -{d}_{i}& 0\\ 0& 0& -2{d}_{fy}\cdot h& 0& 2\left({d}_{fy}{h}^{2}+{d}_{fz}{b}^{2}\right)& 0& 0& 0& 0\\ 0& -{d}_{i}& 0& 0& 0& {d}_{i}& 0& 0& 0\\ -2{d}_{bz}& 0& 0& 0& 0& 0& 2{d}_{bz}& 0& 0\\ 0& 0& 0& -{d}_{i}& 0& 0& 0& {d}_{i}& 0\\ 0& 0& -2{d}_{by}& 0& 0& 0& 0& 0& 2{d}_{by}\end{array}\right]$
(9)

with the stiffness matrix $C$ :

$C=\left[\begin{array}{ccccccccc}2\left({c}_{fz}+{c}_{bz}\right)& 0& 0& 0& 0& 0& -2{c}_{bz}& 0& 0\\ 0& c& 0& \Omega {d}_{i}& 0& -c& 0& -\Omega {d}_{i}& 0\\ 0& 0& 2\left({c}_{fy}+{c}_{by}\right)& 0& -2{c}_{fy}h& 0& 0& 0& -2{c}_{by}\\ 0& -\Omega {d}_{i}& 0& c& 0& \Omega {d}_{i}& 0& -c& 0\\ 0& 0& -2{c}_{fy}h& 0& 2\left({c}_{fy}{h}^{2}+{c}_{fz}{b}^{2}\right)& 0& 0& 0& 0\\ 0& -c& 0& -\Omega {d}_{i}& 0& 2{c}_{rz}+c& -2{c}_{rz}& \Omega {d}_{i}& 0\\ -2{c}_{bz}& 0& 0& 0& 0& -2{c}_{rz}& 2\left({c}_{rz}+{c}_{bz}\right)& 0& 0\\ 0& \Omega {d}_{i}& 0& -c& 0& -\Omega {d}_{i}& 0& 2{c}_{ry}+c& -2{c}_{ry}\\ 0& 0& -2{c}_{by}& 0& 0& 0& 0& -2{c}_{ry}& 2\left({c}_{ry}+{c}_{by}\right)\end{array}\right]$
(10)

The internal (rotating) damping ${d}_{i}$ of the rotor in conjunction with the rotary angular frequency $\Omega$ leads here to an anti-symmetric stiffness matrix, which causes instability, when the threshold of stability is exceeded ( $\Omega >{\Omega }_{stab}$ ). The limit of vibration stability ${\Omega }_{stab}$ can be calculated, when increasing the rotary angular frequency $\Omega$ , and analyzing the eigenvalues. If a real part of one eigenvalue gets zero, the limit of vibration stability is reached. Increasing the rotary angular frequency $\Omega$ furthermore will cause a positive real part and the vibration system gets instable. Using the state-space formulation

$\underset{\stackrel{˙}{x}}{\underset{︸}{\left[\begin{array}{c}{\stackrel{˙}{q}}_{h}\\ {\stackrel{¨}{q}}_{h}\end{array}\right]}}=\underset{A}{\underset{︸}{\left[\begin{array}{cc}0& I\\ -{M}^{-1}\cdot C& -{M}^{-1}\cdot D\end{array}\right]}}\cdot \underset{x}{\underset{︸}{\left[\begin{array}{c}{q}_{h}\\ {\stackrel{˙}{q}}_{h}\end{array}\right]}}$ (11)

the eigenvalues can be derived. With the formulation $x=\stackrel{^}{x}\cdot {\text{e}}^{\lambda \cdot t}$ , the eigenvalues are calculated by:

$\mathrm{det}\left[A-\lambda \cdot I\right]=0$ (12)

At the threshold of stability the eigenvalue $\lambda$ of the critical mode gets:

$\lambda ={\lambda }_{stab}=±j\cdot {\omega }_{stab}$ (13)

The real part of the critical eigenvalue ${\lambda }_{stab}$ is zero and the whirling angular frequency ${\omega }_{F}$ is then identical to ${\omega }_{stab}$ , while the rotor is rotating with ${\Omega }_{stab}$ . Considering, that the coefficients ${d}_{i}$ , ${d}_{bz}$ , ${d}_{by}$ , ${d}_{fz}$ , ${d}_{fy}$ are depending on the whirling angular frequency ${\omega }_{F}$ , an iterative solution has to be deduced, according to Figure 4.

Figure 4. Flow diagram to derive the threshold of stability.

First, a start value of the whirling angular frequency ${\omega }_{F}={\omega }_{stab,0}$ has to be estimated. This can be done e.g. by following estimation, which is based on a ridged mounted machine, without external damping and with the assumption that ${c}_{ry}<{c}_{rz}$ and ${c}_{by}<{c}_{bz}$ and that the first natural angular frequency ${\omega }_{y,0}$ is here the whirling angular frequency at the threshold of rotor stability:

${\omega }_{stab,0}={\omega }_{y,0}=\sqrt{\frac{{c}_{total}}{{m}_{w}}}\text{\hspace{0.17em}}\text{\hspace{0.17em}}\text{\hspace{0.17em}}\text{with}:{c}_{total}=\frac{1}{\frac{1}{c}+\frac{1}{2{c}_{ry}}+\frac{1}{2{c}_{by}}}$ (14)

With this assumption the damping coefficients ${d}_{i}$ , ${d}_{bz}$ , ${d}_{by}$ , ${d}_{fz}$ , ${d}_{fy}$ can be derived, and therefore also the threshold of stability and the natural angular frequency, leading to ${\Omega }_{stab,1}$ and ${\omega }_{stab,1}$ . With this new angular whirling frequency ${\omega }_{F}={\omega }_{stab,1}$ the damping coefficients ${d}_{i}$ , ${d}_{bz}$ , ${d}_{by}$ , ${d}_{fz}$ , ${d}_{fy}$ are calculated again, leading to a new threshold of stability ${\Omega }_{stab,2}$ and a new natural angular frequency ${\omega }_{stab,2}$ . If the ratio $|{\omega }_{stab,2}-{\omega }_{stab,1}|/{\omega }_{stab,1}$ is less than $\text{Δ}$ - an arbitrarily chosen value -the calculation is finished and ${\Omega }_{stab}={\Omega }_{stab,2}$ and ${\omega }_{stab}={\omega }_{stab,2}$ . If the ration is larger as the chosen value $\text{Δ}$ , a loop has to be run through till the ratio is less than $\text{Δ}$ .

4. Numerical Example

Based on the mathematical derivation, a numerical example is shown, where the threshold of stability is analyzed.

4.1. Boundary Conditions

The rotating machine consists of a rotor, roller bearings, bearing housings, end-shields and a stator (Figure 1), which is mounted on a welded steel frame foundation. The data of the rotating machine, roller bearings and foundation is shown in Table 1.

4.2. Analysis of Natural Vibrations and Threshold of Stability

In Figure 5 the real part and the imaginary part of the eigenvalues are presented, depending on the rotor speed.

It can be shown, that at a rotor speed of about 26130 rpm the real part ${\alpha }_{3}$ becomes zero and therefore the threshold of stability is reached. The corresponding natural angular frequency is ${\omega }_{3}=394.3\text{\hspace{0.17em}}\text{rad}/\text{s}$ , which is equal to the whirling angular frequency ${\omega }_{F}={\omega }_{stab}$ at the limit of stability of the critical mode, which is here mode 3. Increasing the rotor speed above 26130 rpm, leads to instability of the vibration system.

Figure 6 shows the different mode shapes at the threshold of stability ( ${n}_{stab}=26130\text{\hspace{0.17em}}\text{rpm}$ ). Because of the clarity, only the orbits of the rotor mass, stator mass and machine feet are shown, and not the orbits of the shaft journal points and the bearing housing points. As it can be seen, all eigenvalues of the mode shapes have negative real parts, except mode 3, where the real part ${\alpha }_{3}$ is

Table 1. Data of rotating machine, roller bearings and foundation.

zero. When increasing the rotor speed furthermore, this real part ${\alpha }_{3}$ gets positive. Therefore mode 3 is the critical mode shape.

4.3. Variation of Single Parameters

Now different cases are investigated, and the threshold of stability ${n}_{stab}$ is calculated as well as the natural angular frequency ${\omega }_{stab}$ at the threshold of stability (Table 2).

Table 2 shows, that neglecting the damping of the bearing housings and end shields (case b) only decreases here the threshold of stability ${n}_{stab}$ marginal (−1.07%). Without foundation damping (case c) a clearly reduction of ${n}_{stab}$ is obvious (−4.82%). A strong reduction occurs, if the foundation would be rigid (cases d). Here the threshold of stability occurs already at a rotor speed of 3840 rpm, which means a reduction of −85.3%.

Figure 5. Eigenvalues, depending on the rotor speed and threshold of stability.

If then the bearing stiffness would be changed from isotropic ( ${c}_{rz}={c}_{ry}=2.0$ $×{10}^{8}\text{\hspace{0.17em}}\text{kg}/{\text{s}}^{2}$ ) to orthotropic ( ${c}_{rz}\ne {c}_{ry}$ ; ${c}_{ry}=1.5×{10}^{8}\text{\hspace{0.17em}}\text{kg}/{\text{s}}^{2}$ and ${c}_{rz}=2.5$ $×{10}^{8}\text{\hspace{0.17em}}\text{kg}/{\text{s}}^{2}$ ), the threshold of stability can be increased again up to 13020 rpm (case e).

4.4. Arbitrarily Variation of Foundation Stiffness

In this section, the influence of the foundation stiffness on the threshold of stability ${n}_{stab}$ and on the whirling angular frequency ${\omega }_{stab}$ is analyzed.

Therefore, the foundation stiffness is variated from the rated values in Table 1 with factors between 0.2 and 5, which means, that the foundation stiffness is variated in a range between $2×{10}^{7}\text{\hspace{0.17em}}\text{kg}/{\text{s}}^{2}$ and $7.5×{10}^{8}\text{\hspace{0.17em}}\text{kg}/{\text{s}}^{2}$ (Figure 7).

Figure 6. Mode shapes at the threshold of stability with nstab = 26130 rpm.

Table 2. Threshold of stabilty for different cases.

Figure 7. Influence of the foundation stiffness on (a) the limit of stability nstab and on (b) the whirling angular frequency ωstab.

4.5. Arbitrarily Variation of Bearing Stiffness for the Soft Foundation

Now, the influence of bearing stiffness is analyzed for the rated soft foundation (Table 1). Therefore, the bearing stiffness is variated from the rated values in Table 1 by ±50%, which means that the bearing stiffness is variated in a range between $1×{10}^{8}\text{\hspace{0.17em}}\text{kg}/{\text{s}}^{2}$ and $3×{10}^{8}\text{\hspace{0.17em}}\text{kg}/{\text{s}}^{2}$ , also considering orthotropic bearing stiffness ( ${c}_{rz}\ne {c}_{ry}$ ) (Figure 8).

Figure 8. Influence of the bearing stiffness on (a) the limit of stability nstab and on (b) the whirling angular frequency ωstab, for the rated soft foundation (Table 1).

4.6. Arbitrarily Variation of Bearing Housing and End-Shield Stiffness for the Soft Foundation

In this section, the influence of bearing housing and end-shield stiffness is analyzed, for the rated soft foundation (Table 1). Therefore, the bearing housing and end-shield stiffness is variated from the rated values in Table 1 also by ±50%, which means that the bearing housing and end-shields stiffness is variated in a range between $3.5×{10}^{8}\text{\hspace{0.17em}}\text{kg}/{\text{s}}^{2}$ and $1.05×{10}^{9}\text{\hspace{0.17em}}\text{kg}/{\text{s}}^{2}$ , also considering orthotropic bearing housing and end-shield stiffness ( ${c}_{bz}\ne {c}_{by}$ ) (Figure 9).

Figure 9. Influence of the bearing housing and end-shield stiffness on (a) the limit of stability nstab and on (b) the whirling angular frequency ωstab, for the rated soft foundation (Table 1).

4.7. Arbitrarily Variation of Bearing Stiffness for a Rigid Foundation

Here, the influence of the bearing stiffness is analyzed again, but now for a rigid foundation ( ${c}_{fz}={c}_{fy}\to \infty$ ). Therefore, the bearing stiffness is again variated in a range between $1.0×{10}^{8}\text{\hspace{0.17em}}\text{kg}/{\text{s}}^{2}$ and $3.0×{10}^{8}\text{\hspace{0.17em}}\text{kg}/{\text{s}}^{2}$ (Figure 10).

4.8. Arbitrarily Variation of Bearing Housing and End-Shield Stiffness for a Rigid Foundation

In this section, the influence of bearing housing and end-shield stiffness is analyzed again, but for a rigid soft foundation ( ${c}_{fz}={c}_{fy}\to \infty$ ). Therefore, the

Figure 10. Influence of the bearing stiffness on (a) the limit of stability nstab and on (b) the whirling angular frequency ωstab, for a rigid foundation

bearing housing and end-shield stiffness is again variated in a range between $3.5×{10}^{8}\text{\hspace{0.17em}}\text{kg}/{\text{s}}^{2}$ and $1.05×{10}^{9}\text{\hspace{0.17em}}\text{kg}/{\text{s}}^{2}$ (Figure 11).

4.9. Discussions of the Results

In section 4.4 - 4.8 (Figures 7-11) the influence of the foundation stiffness, the bearing stiffness and the bearing housing and end-shield stiffness on the threshold of stability ${n}_{stab}$ and on the whirling angular frequency ${\omega }_{stab}$ is analyzed. Figure 10 shows, that for a rigid foundation, the threshold of stability can be increased clearly, if orthotropic bearing stiffness ( ${c}_{rz}\ne {c}_{ry}$ ) exists, which is also

Figure 11. Influence of the bearing housing and end-shield stiffness on (a) the limit of stability nstab and on (b) the whirling angular frequency ωstab, for a rigid foundation

described in literature (    and  ). In this paper the bearing stiffness is variated in the range of ±50%, leading to a maximum threshold of stability of about 29,000 rpm. The same effect is caused, if the bearing housing and end- shield stiffness gets orthotropic ( ${c}_{bz}\ne {c}_{by}$ ), which can be seen in Figure 11. Here the stiffness is also variated in the range of ±50%, but only leading to a maximum threshold of stability of about 9900 rpm. The reason is, that both stiffness, bearing stiffness and bearing housing and end-shield stiffness are connected in series, and the rated bearing stiffness is much lower than the rated bearing housing and end-shield stiffness ( ${c}_{rz}={c}_{ry}=2.0×{10}^{8}\text{\hspace{0.17em}}\text{kg}/{\text{s}}^{2}<{c}_{bz}={c}_{by}=7.0×{10}^{8}\text{\hspace{0.17em}}\text{kg}/{\text{s}}^{2}$ ).

The innovation of the paper is now, that it can be demonstrated (Figure 7), that the threshold of stability can also be increased by a soft foundation, even if the foundation stiffness is isotropic ( ${c}_{fz}={c}_{fy}$ ). The reason is the kind of rotating machine, with a stator, mounted with its feet on a soft foundation, so that the centre of gravity of the stator is displaced by the height h from the foundation (Figure 1). This leads to different mode shapes (Figure 6), which cause a similar effect on the threshold of stability as orthotropic bearing stiffness or orthotropic bearing housing and end-shield stiffness, for a rigid foundation.

In this example, the threshold of stability could be increased even to maximum of about 143000 rpm, at a foundation stiffness of ${c}_{fz}=5.14×{10}^{8}\text{\hspace{0.17em}}\text{kg}/{\text{s}}^{2}$ and ${c}_{fy}=7.5×{10}^{8}\text{\hspace{0.17em}}\text{kg}/{\text{s}}^{2}$ (Figure 7). Increasing the foundation stiffness furthermore in the considered range, leads to a decrease of the threshold of stability, which can be seen in Figure 7. If the foundation stiffness would be increased to infinite, the threshold of stability would drop to 3840 rpm (Table 2; case d). But it has to be considered here, that a boundary condition of the model is, that the stiffness of the stator structure is much higher than the foundation stiffness, so that the stator structure is assumed to be rigid. As a rough estimation: Up to a foundation stiffness of about ${c}_{fz}\le 5.0×{10}^{8}\text{\hspace{0.17em}}\text{kg}/{\text{s}}^{2}$ and ${c}_{fy}\le 5.0×{10}^{8}\text{\hspace{0.17em}}\text{kg}/{\text{s}}^{2}$ , this boundary condition is acceptable for this example, above this values the elasticity of the stator structure has to be considered. The influence of bearing stiffness and bearing housing and end-shield stiffness on the threshold of stability for the rated soft foundation is also demonstrated in Figure 8 and Figure 9. In Figure 8 the maximum threshold of stability of about 65200 rpm is reached at a bearing stiffness of ${c}_{rz}=3.0×{10}^{8}\text{\hspace{0.17em}}\text{kg}/{\text{s}}^{2}$ and ${c}_{ry}=1.0×{10}^{8}\text{\hspace{0.17em}}\text{kg}/{\text{s}}^{2}$ . In Figure 9 the maximum threshold of stability of about 37800 rpm is reached at a bearing housing and end-shield stiffness of ${c}_{bz}=1.05×{10}^{9}\text{\hspace{0.17em}}\text{kg}/{\text{s}}^{2}$ and ${c}_{by}=3.5×{10}^{8}\text{\hspace{0.17em}}\text{kg}/{\text{s}}^{2}$ . Most of the calculated thresholds of stability are fare above the limit of the roller bearings and fare above the limit, what the rotor structure would stand. Additionally it has to be noticed, that with increasing rotor speed, higher bending modes of the rotor become more and more important and therefore also the gyroscopic effect. But of course, this analysis helps to estimate, whether within the rotor speed limits of the roller bearing and of the rotor structure an instability would occur or not, if higher bending modes of the rotor and gyroscopic effects can be neglected.

5. Conclusion

The paper presents a mathematical model especially for analyzing the threshold of stability for a special kind of rotating machines, consisting of a rotor, stator, end-shields, bearing housings and roller bearings, mounted on a soft foundation, so that the centre of gravity of the stator is displaced by the height h from the foundation (Figure 1). After the mathematical coherences of the model have been described, a procedure was presented for deriving the threshold of stability. Additionally, a numerical example was shown, where the threshold of stability was calculated for different boundary conditions. The influence of the stiffness of the foundation, of the bearings and of the bearing housings and end-shields was demonstrated, as well as the influence of the damping of the foundation and the damping of the bearing housings and end-shields on the threshold of stability. The main task and the innovation of the paper are to demonstrate that for this kind of rotating machines, the stiffness of the soft foundation―even if the foundation stiffness is isotropic―can help stabilizing the vibration system and therefore leading to a similar effect as orthotropic bearing stiffness or orthotropic bearing housing and end-shield stiffness for a rigid foundation. Of course, the presented model is a simplified model of the system, but the conclusions and the procedure for deriving the threshold of stability can also be applied in a finite element analysis. As a future work, experimental validation of the presented theory may be deduced, based e.g. on a small induction motor, to demonstrate the stabilization influence of the foundation.

Conflicts of Interest

The authors declare no conflicts of interest.

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