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Stability Analysis for Neo-Hookean Machine-Tools Foundations NICOLAE–DORU STĂNESCU 1 , ŞTEFAN TABACU 2 1 Department of Applied Mechanics, 2 Department of Automobiles University of Piteşti Târgul din Vale, 1, Piteşti, 110040, Argeş ROMANIA 1 [email protected], 2 [email protected] Abstract: - It is well known that the vibrations are a major cause for the instability in the mechanical systems and major source of noises. In this paper we propose a simple system with two degrees of freedom based on a non-linear elastic element and the hypothesis for the coefficients of the elastic force.. For this system, it is proved in the present paper that the motion is stable, but not asymptotically stable. A comparison between the non-linear case and the linear case is performed, and for the both cases the eigenpulsations are also determined. All theoretical results are validated by numerical simulation. Finally, we considered the general case. Key-Words: - neo-Hookean, motion, stability, numerical validation. 1 Introduction The system purposed for the study is described in figure 1, a. It consists of the masses 1 m and 2 m linked one to another by the linear spring of stiffness k . The mass 1 m can be considered to be the foundation of the machine-tool, and the mass 2 m the machine-tool itself. The mass 2 m is linked to the ground by the non-linear spring 1 for which the elastic force writes 2 1 1 x x k F ε = , (1) where x is the elongation of the spring. The fundamental working hypothesis is that 0 1 > ε . (2) The system has two degrees of freedom, that is the displacements 1 z and 2 z of the two masses in the vertical direction. 2 The equations of motion Isolating the two masses (fig. 1, b), one obtains the differential equations of the motion ( ) g m z z k z z k z m 1 1 2 2 1 1 1 1 1 1 + + ε + = ɺ ɺ , ( ) 1 2 2 2 2 z z k g m z m = ɺ ɺ , (3) where g is the gravitational acceleration. Denoting 1 1 z = ξ , 2 2 z = ξ , 1 3 z ɺ = ξ , 2 4 z ɺ = ξ , (4) the relations (3) transform in a system of four first order non-linear differential equations, b) a) 2 e F m 2 g g 1 m 1 F e e F 1 2 2 z 1 z 2 m 1 m ε 1 , 1 k k Fig. 1. The mathematical model. 3 1 ξ = ξ ɺ , 4 2 ξ = ξ ɺ , ( ) + ξ ξ + ξ ε + ξ = ξ g m k k m 1 1 2 2 1 1 1 1 1 3 1 ɺ , ( ) [ ] 1 2 2 2 4 1 ξ ξ = ξ k g m m ɺ . (5) 3 The equilibrium positions These positions found at the intersections of the nullclines, so that one obtains the system 0 3 = ξ , 0 4 = ξ , ( ) 0 1 1 2 2 1 1 1 1 = + ξ ξ + ξ ε + ξ g m k k , ( ) 0 1 2 2 = ξ ξ k g m . (6) WSEAS TRANSACTIONS on APPLIED and THEORETICAL MECHANICS Nicolae–Doru Stanescu, Stefan Tabacu ISSN: 1991-8747 33 Issue 1, Volume 5, January 2010

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Page 1: Stability Analysis for Neo-Hookean Machine-Tools Foundationswseas.us/e-library/transactions/mechanics/2010/89-147.pdf · Stability Analysis for Neo-Hookean Machine-Tools Foundations

Stability Analysis for Neo-Hookean Machine-Tools Foundations

NICOLAE–DORU STĂNESCU1, ŞTEFAN TABACU2

1Department of Applied Mechanics, 2Department of Automobiles University of Piteşti

Târgul din Vale, 1, Piteşti, 110040, Argeş ROMANIA

[email protected], [email protected]

Abstract: - It is well known that the vibrations are a major cause for the instability in the mechanical systems and major source of noises. In this paper we propose a simple system with two degrees of freedom based on a non-linear elastic element and the hypothesis for the coefficients of the elastic force.. For this system, it is proved in the present paper that the motion is stable, but not asymptotically stable. A comparison between the non-linear case and the linear case is performed, and for the both cases the eigenpulsations are also determined. All theoretical results are validated by numerical simulation. Finally, we considered the general case.

Key-Words: - neo-Hookean, motion, stability, numerical validation.

1 Introduction The system purposed for the study is described in figure 1, a. It consists of the masses 1m and 2m

linked one to another by the linear spring of stiffness k . The mass 1m can be considered to be the

foundation of the machine-tool, and the mass 2m

the machine-tool itself. The mass 2m is linked to the

ground by the non-linear spring 1 for which the elastic force writes

21

1x

xkFε

−= , (1)

where x is the elongation of the spring. The fundamental working hypothesis is that

01 >ε . (2)

The system has two degrees of freedom, that is the displacements 1z and 2z of the two masses in

the vertical direction.

2 The equations of motion Isolating the two masses (fig. 1, b), one obtains the differential equations of the motion

( ) gmzzkz

zkzm 11221

11111 +−+

ε+−=ɺɺ ,

( )12222 zzkgmzm −−=ɺɺ , (3)

where g is the gravitational acceleration.

Denoting

11 z=ξ , 22 z=ξ , 13 zɺ=ξ , 24 zɺ=ξ , (4)

the relations (3) transform in a system of four first order non-linear differential equations,

b)a)

2eFm 2gg1m

1Fe

eF

1

2

2z

1z

2m

1m

ε1

,1k

k

Fig. 1. The mathematical model.

31 ξ=ξɺ , 42 ξ=ξɺ ,

( )

+ξ−ξ+

ξ

ε+ξ−=ξ gmkk

m1122

1

111

13

1ɺ ,

( )[ ]1222

4

1ξ−ξ−=ξ kgm

mɺ . (5)

3 The equilibrium positions These positions found at the intersections of the nullclines, so that one obtains the system

03 =ξ , 04 =ξ , ( ) 011221

111 =+ξ−ξ+

ξ

ε+ξ− gmkk ,

( ) 0122 =ξ−ξ− kgm . (6)

WSEAS TRANSACTIONS on APPLIED and THEORETICAL MECHANICS Nicolae–Doru Stanescu, Stefan Tabacu

ISSN: 1991-8747 33 Issue 1, Volume 5, January 2010

Page 2: Stability Analysis for Neo-Hookean Machine-Tools Foundationswseas.us/e-library/transactions/mechanics/2010/89-147.pdf · Stability Analysis for Neo-Hookean Machine-Tools Foundations

Summing the last two relations (6), it results

( ) 02121

111 =++

ξ

ε+ξ− gmmk , (7)

wherefrom

( ) 012121

311 =ε−ξ+−ξ gmmk . (8)

In the sequence of the coefficients of powers of

1ξ in the relation (8) there exists only one variation

of sign such that applying the Descartes theorem one deduces that the equation (8) has only one positive real root. Making now 11 ξ−ξ ֏ , one obtains the

equation

( ) 012121

311 =ε+ξ++ξ gmmk (9)

for which there exists no variation of sigh in the sequence of the coefficients so that the Descartes theorem assures us that we have no negative real root for the equation (8). In conclusion, the equation (8) has exactly one positive real root, name it 1ξ .

The last relation (6) becomes now a linear equation in the unknown 2ξ and therefore it has

only one solution,

12

2 ξ+=ξk

gm. (10)

We proved in this way that the system has only one equilibrium position ( )0,0,, 21 ξξ .

Let us denote by ( )1ξf the function RR →:f ,

( ) ( ) 12121

3111 ε−ξ+−ξ=ξ gmmkf (11)

for which the derivative is

( ) ( ) 1212111 23 ξ+−ξ=ξ′ gmmkf . (12)

The equation ( ) 01 =ξ′f has the solutions

( ) 011 =ξ , ( ) ( )

1

2121 3

2

k

gmm +=ξ , (13)

( )11ξ being a point of maximum, and ( )2

1ξ a point of

minimum. In addition, ( ) 00 1 <ε−=f . (14)

ε1

O

ξ1

ξ1

(2)

f ( )

ξ1

Fig. 2. The graphic of the function ( )1ξf .

Graphically, the situation is presented in figure 2. It follows from here that

( )1

211 3

2

k

gmm +>ξ . (15)

4 The stability of the equilibrium

Let us denote by kf , 4 ,1=k the right-hand terms

of the relations (5) and by klj the partial derivatives

l

kkl

fj

ξ∂

∂= , 4 ,1=k , 4 ,1=l . (16)

We have 011 =j , 012 =j , 113 =j , 014 =j , (17)

021 =j , 022 =j , 023 =j , 124 =j , (18)

ξ

ε−−−=

31

11

131

21kk

mj , 0

132

m

kj = , 033 =j ,

034 =j , (19)

241

m

kj = ,

242

m

kj −= , 043 =j , 044 =j . (20)

The characteristic equation

( ) 0det =λ− IJ , (21)

in which J is the Jacobi matrix, [ ]4 ,14 ,1

===

l

kkljJ , and

I is the fourth order unity matrix, reads

0

0

0

100

010

4241

3231

=

λ−

λ−

λ−

λ−

jj

jj. (22)

Multiplying the third column by λ and adding it to the first column, the fourth column by λ and adding it to the second column, results the equation

( ) 0413242312

42314 =−+λ+−λ jjjjjj . (23)

From the Routh–Hurwitz criterion we deduce that the equation has not all the roots with negative real part and therefore the equilibrium can not be asymptotically stable. On the other hand, the roots of the equation (23) are

( )2

4 41322

4231423121

jjjjjj +−±+=λ . (24)

Keeping into account the expressions (17)-(20), we have

0

2

21

31

11

4231 <−ξ

ε++

−=+m

k

m

kk

jj , (25)

WSEAS TRANSACTIONS on APPLIED and THEORETICAL MECHANICS Nicolae–Doru Stanescu, Stefan Tabacu

ISSN: 1991-8747 34 Issue 1, Volume 5, January 2010

Page 3: Stability Analysis for Neo-Hookean Machine-Tools Foundationswseas.us/e-library/transactions/mechanics/2010/89-147.pdf · Stability Analysis for Neo-Hookean Machine-Tools Foundations

04

421

2

4132 >=mm

kjj , (26)

( ) 04 41322

4231 >+− jjjj . (27)

More,

( ) 41322

42314231 4 jjjjjj +−>+ (28)

ecause it is equivalent to

41324231 jjjj > , (29)

that is

21

2

231

1

21

2

21

1 2

mm

k

m

k

mm

k

mm

kk>

ξ

ε++ . (30)

The previous relations assure us that 021 <λ ,

022 <λ so that the roots of the characteristic

equation (23) are all pure imaginary. The equilibrium position ( )0,0,, 21 ξξ is simply stable.

5 The stability of the motion Let ( )4321 ,,, ξξξξ a solution of the system (5) and

( )4321 ,,, uuuu a deviation sufficiently small in its

norm. We can write

3311 uu +ξ=+ξ ɺɺ , 4422 uu +ξ=+ξ ɺɺ ,

( )( )

( ) ]gmuuk

uuk

mu

11212

211

1111

133

1

+−+ξ−ξ+

ε++ξ−=+ξ ɺɺ

,

( )[ ]121222

44

1uukgm

mu −+ξ−ξ−=+ξ ɺɺ . (31)

Since 11 ξ<<u we can approximate

( ) 131

121

12

11

1 2u

u ξ

ε−

ξ

ε≈

ε. (32)

Keeping into account that ( )4321 ,,, ξξξξ is a

solution of the system (5), from the relations (31) and (32) we obtain the system in deviations

31 uu =ɺ , 42 uu =ɺ ,

( )

−+

ξ

ε−−= 123

1

1111

13

21uuk

uuk

muɺ ,

( )[ ]122

4

1uuk

mu −−=ɺ , (33)

wherefrom

( )1231

111111

2uuk

uukum −+

ξ

ε−−=ɺɺ ,

1222 kukuum +−=ɺɺ . (34)

From the second relation (34) we find

222

1 uk

umu +=

ɺɺ,

( )

222

1 uk

umu

iv

ɺɺɺɺ += , (35)

the first relation (34) offering now

( )

02

22131

11

2

221

=+

+

ξ

ε+++ kuumkk

k

m

uk

mm iv

ɺɺ

. (36)

The characteristic equation reads now

02 2

131

11

2421 =+

+

ξ

ε+++ krmkk

k

mr

k

mm. (37)

The discriminate of this equation is

( ) ( )

( ) 02

2

42

31

11

212

2

122

12

21

2

131

11

2

>

ξ

ε+++

++−=

+

ξ

ε++=∆

kk

mmm

kkk

mmm

mmmkkk

m

(38)

and, in addition, 2

131

11

2 2

+

ξ

ε++<∆ mkk

k

m. (39)

Keeping into account that

02

131

11

2 >+

ξ

ε++= mkk

k

ma (40)

it immediately results that 021 <r , 02

2 <r so that the

roots of the characteristic equation (37) are all pure imaginary, the motion being stable, but not asymptotically stable. The solution of the equation (36) is

ϕ+∆+

+

ϕ+∆−

=

2

21

2

1

21

12

2cos

2cos

t

mm

k

aC

t

mm

k

aCu

. (41)

By twice derivation of the expression (41), we obtain

WSEAS TRANSACTIONS on APPLIED and THEORETICAL MECHANICS Nicolae–Doru Stanescu, Stefan Tabacu

ISSN: 1991-8747 35 Issue 1, Volume 5, January 2010

Page 4: Stability Analysis for Neo-Hookean Machine-Tools Foundationswseas.us/e-library/transactions/mechanics/2010/89-147.pdf · Stability Analysis for Neo-Hookean Machine-Tools Foundations

ϕ+∆+∆+

ϕ+∆−∆−

−=

2

21

2

21

1

21

1

21

2

2cos

2

2cos

2

t

mm

k

aC

mm

k

a

t

mm

k

aC

mm

k

auɺɺ

(42)

and from the first relation (35) it results

ϕ+∆+

+∆+

−+

ϕ+∆−

+∆−

−=

2

21

2

21

2

1

21

1

21

21

2cos1

2

2cos1

2

t

mm

k

aC

mm

k

a

k

m

t

mm

k

aC

mm

k

a

k

mu

(43) Everywhere 1C , 2C , 1ϕ and 2ϕ are constants of

integration, which result from the initial conditions ( ) 101 0 uu = , ( ) 202 0 uu = , ( ) 101 0 uu ɺɺ = , ( ) 202 0 uu ɺɺ = .

The expressions (41) and (43) approximate the solution of the system in deviations (31).

6 The small oscillations around the

equilibrium position These can be obtained as a particular case of the previous paragraph for

11 ξ=ξ . (44)

Result the eigenpulsations

}2

1

21

2

1

21

2

131

11

2

131

11

21

24

2

2

+

ξ

ε++−

+

ξ

ε++=ω

mm

kmm

mkkk

m

mkkk

m

,

}2

1

21

2

1

21

2

131

11

2

131

11

22

24

2

2

+

ξ

ε+++

+

ξ

ε++=ω

mm

kmm

mkkk

m

mkkk

m

. (45)

7 Comparison with the linear case The linear case is obtained for 01 =ε .

The equation (7) writes ( ) 02111 =++ξ− gmmk , (46)

with the solution

( )g

k

mml

1

211

+=ξ . (47)

One observes that ( )11 ξ<ξ l for which holds true

the relation (15). The relation (10) offers

( )g

k

mm

k

gml

1

2122

++=ξ (48)

and therefore ( )22 ξ<ξ l , too.

The equilibrium remains again simply stable because the relations (25)-(30) still hold true. The motion is again simply stable and we have in addition

( )

( )

( )k

kmmm

k

kmmmmm

k

kmmml

1212

21

22

1221

21

212

2

4

++

+−=−

++=∆

, (49)

( )

k

kmmma l 12

12 ++= , (50)

with ( ) 0>∆ l , ( ) ∆<∆ l , ( ) 0>la , ( ) aa l < . (51)

The eigenpulsations are

WSEAS TRANSACTIONS on APPLIED and THEORETICAL MECHANICS Nicolae–Doru Stanescu, Stefan Tabacu

ISSN: 1991-8747 36 Issue 1, Volume 5, January 2010

Page 5: Stability Analysis for Neo-Hookean Machine-Tools Foundationswseas.us/e-library/transactions/mechanics/2010/89-147.pdf · Stability Analysis for Neo-Hookean Machine-Tools Foundations

( )

]2

1

21

2

1

21

2

2

1212

2

12121

24

++−

++=ω

mm

kmm

k

kmmm

k

kmmml

,

( )

]2

1

21

2

1

21

2

2

1212

2

12122

24

+++

++=ω

mm

kmm

k

kmmm

k

kmmml

. (52)

8 Numerical application Let us consider the case

kg 20001 =m , kg 10002 =m , 2m/s 10=g ,

N/m 1061 =k , 2

1 Nm 700=ε ,

N/m 105=k . (53) The equation (8) leads us to

070010300010 21

31

6 =−ξ×−ξ (54)

with the solution m 1.01 =ξ . (55)

The relation (10) offers us

m 2.01.010

10100052 =+×

=ξ . (56)

The expression (15) assures us that ( )

m 02.0103

10100020002m 1.0

6=

×

×+×> . (57)

The equations (17)-(20) lead us to

12501.0

70021010

2000

13

5631 −=

×−−−×=j ,

502000

105

32 ==j , 1001000

105

41 ==j ,

502000

105

42 −=−=j , (58)

the roots of the characteristic equation (23) being given by (24)

848.4521 −=λ , 152.12542

2 −=λ . (59)

The parameters a and ∆ are

27000=a , (60)

721000000=∆ . (61) The eigenpulsations read

1-51 s 543.38

10002000

102

72100000027000=

××

−=ω ,

1-52 s 835.733

10002000

102

72100000027000=

××

+=ω . (62)

In the linear case we have

( ) m 03.01010

1000200061 =×

+=ξ l ,

( ) m 13.01010

10002000

10

101000652 =×

++

×=ξ l , (63)

( ) 1300010

10100020001000

5

6

++=la , (64)

( )

161000000100020004

10

10100020001000

2

5

6

=××−

×++=∆ l

, (65)

( ) 151 s 805.55

10002000

102

16100000013000 -l =

××

−=ω ,

( ) 152 s 839.506

10002000

102

16100000013000 -l =

××

+=ω . (66)

One observes that ( )l11 ω<ω , ( )l

22 ω>ω , (67)

so that the non-linearity has as effect the increasing of the domain of pulsations where the resonance doesn’t appear.

9 The general case We shall recall the equation (8). If

01 <ε , (68)

then in the sequence of the coefficients we have two variations of sign and, according to the Descartes theorem, the equation (8) can have zero or two positive roots. Making 11 ξ−ξ ֏ and recalling the

equation (9) we have only one variation of sign in the sequence of its coefficients. Applying again the Descartes theorem, it follows that the equation (8) has exactly one negative root. The graphic of the function RR →:f defined

by the relation (11) is captured in the figure 3 and in the figure 4.

The expression of ( )( )21ξf is given by the relation

(13) and we obtain

WSEAS TRANSACTIONS on APPLIED and THEORETICAL MECHANICS Nicolae–Doru Stanescu, Stefan Tabacu

ISSN: 1991-8747 37 Issue 1, Volume 5, January 2010

Page 6: Stability Analysis for Neo-Hookean Machine-Tools Foundationswseas.us/e-library/transactions/mechanics/2010/89-147.pdf · Stability Analysis for Neo-Hookean Machine-Tools Foundations

)(f

(2)

ξ1

1ξ 1ξ

O

Fig. 3. The graphic of the function ( )1ξf in the case

( )( ) 021 >ξf and 01 <ε .

)(f

(2)

ξ1

O

Fig. 4. The graphic of the function ( )1ξf in the case

( )( ) 021 <ξf and 01 <ε .

)(f

(2)

ξ1

1ξ 1ξ

O

Fig. 5. The graphic of the function ( )1ξf in the case

( )( ) 021 =ξf and 01 <ε .

( )( ) ( )12

1

33212

1 27

4ε−

+−=ξ

k

gmmf . (69)

The condition ( )( ) 021 >ξf (70)

implies

( )21

3321

1 27

4

k

gmm +−<ε . (71)

In conclusion, if the relation (71) is fulfilled, then the equation (8) has only one negative root and the situation is captured in the figure 3. if the relation (71) is not satisfied, then the equation (8) has three real roots, two of them being positive and one negative, the situation being described by the figure 4. There exists a particular case when

( )2

1

3321

1 27

4

k

gmm +−=ε , (72)

and ( )( ) 021 =ξ′f , ( )( ) 02

1 =ξf . In this situation the

equation (8) has three real roots, one negative and two positive, the two positive roots being equal. Graphically this case is drawn in the figure 5. Further on, we shall analyze the stability of the equilibrium positions. Again, the characteristic equation is given by the relation (23), where

311

1

1

131

2

ξ

ε−

+−=

mm

kkj , (73)

132

m

kj = , (74)

241

m

kj = , (75)

242

m

kj −= . (76)

We have

2311

1

1

14231 2

m

k

mm

kkjj −

ξ

ε−

+−=+ , (77)

ξ

ε+=−

31

11

2141324231

2k

mm

kjjjj . (78)

The discriminate of the equation (23) is given by

( ) 41322

4231 4 jjjj +−=∆ (79)

and, keeping into account that

( ) 024231 >− jj , (80)

021

2

4132 >=mm

kjj , (81)

it results that 0>∆ and therefore the characteristic

equation (23) has always two real roots 21λ and 2

2λ .

For the stability is necessary and sufficient that both 2

1λ and 22λ to be negative. This implies

04231 <+ jj (82)

and 041324231 >− jjjj . (83)

The condition (82)leads us to

WSEAS TRANSACTIONS on APPLIED and THEORETICAL MECHANICS Nicolae–Doru Stanescu, Stefan Tabacu

ISSN: 1991-8747 38 Issue 1, Volume 5, January 2010

Page 7: Stability Analysis for Neo-Hookean Machine-Tools Foundationswseas.us/e-library/transactions/mechanics/2010/89-147.pdf · Stability Analysis for Neo-Hookean Machine-Tools Foundations

21

1311

12

m

k

m

kk

m−

+−>

ξ

ε. (84)

The condition (83) implies

02

31

11 >

ξ

ε+k . (85)

Let us denote by 1ξ , 1ξ and 1ξ the possible three

real roots of the equation (8), where 01 <ξ ,

01 >ξ , 01 >ξ , 11 ξ≤ξ .

For the root 1ξ we have

02

31

1 >ξ

ε (86)

and the conditions (84) and (85) are fulfilled; therefore 1ξ is always a stable equilibrium position.

It is easy to calculate that in the situation described the figure 5, the inequality (87) becomes

( ) ( )2

1

33211

21

3321

227

8

27

4

k

gmmh

k

gmm

+−>

+− , (87)

which is obviously false; the equilibrium position

11 ξ=ξ is unstable.

For the case of three different real roots we have

( ) ( )1

21211 3

2

k

gmm +=ξ>ξ , (88)

( )31

3321

311

27

4

2 k

gmmk +>

ξ, (89)

( )2

1

321

1 27

4

k

mm +<ε (90)

and the condition (85) offers us (the condition (84) is useless now)

( )227

4 311

21

3321

1

ξ<

+<ε−

k

k

gmm. (91)

It results that 1ξ is a stable equilibrium position.

Let us consider the root 1ξ . The equation (8) can

be written as

( ) 2121

3111 ξ+−ξ=ε gmmk . (92)

The condition (85) lead us to (again the condition (84) is useless)

( ) 2121

311

311

2ξ+−ξ<

ξ− gmmkk

, (93)

wherefrom

( ) 2121

311

2

3ξ+>

ξgmm

k, (94)

( ) ( )21

1

211 3

2ξ=

+>ξ

k

gmm, (95)

which is absurd. The equilibrium position 1ξ is

always unstable. For the stability of the motion we obtain the same equation (37). Denoting now

k

mm

mkkk

m

a21

131

11

2 2+

ξ

ε++

= , (96)

k

mm

kb

21

= , (97)

it results the equation 024 =++ barr , (98)

or 02 =++ bapp , (99)

the notation being obvious. The equation (99) has negative real roots if and only if

042 >−=∆ ba , (100) 0>a , (101)

and 0>b . (102)

Recalling the relations (96) and (97), one can easily observe that the condition (102) is always true. The only conditions for the stability of the motion are (100) and (101).

10 Numerical analysis Let us consider the following three numerical cases (for the simplicity of the calculation, we shall take

the gravitational acceleration 2m/s 10=g ).

The first case is defined by

kg 20001 =m , kg 10002 =m , 2m/s 10=g ,

N/m 1061 =k , 2

1 Nm 700=ε , N/m 105=k (102)

and the initial conditions m 11.00

1 =ξ , m 19.002 =ξ , sm 00

3 =ξ ,

sm 004 =ξ . (103)

The second case is characterized by kg 20001 =m , kg 10002 =m , mN 104 5

1 ⋅=k ,

mN 105=k , 21 Nm 700−=ε (104)

and the initial conditions m 11.00

1 −=ξ , m 01.002 −=ξ , sm 00

3 =ξ ,

sm 004 =ξ . (105)

Finally, the third case is described by

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kg 20001 =m , kg 10002 =m , mN 104 51 ⋅=k ,

mN 105=k , 21 Nm 20−=ε (106)

and the following three variants of initial conditions m 063.00

1 =ξ , 163.002 =ξ , sm 00

3 =ξ ,

sm 004 =ξ , (107)

m 037.001 =ξ , 137.00

2 =ξ , sm 003 =ξ ,

sm 004 =ξ , (108)

m 023.001 −=ξ , 977.00

2 =ξ , sm 003 =ξ ,

sm 004 =ξ , (109)

In the first situation there exists an unique equilibrium position

m 1.01 =ξ , (110)

m 2.02 =ξ . (111)

In the second case there is only one equilibrium position given by

m 1.01 −=ξ , (112)

m 9.02 =ξ . (113)

Finally, in the third case we have three equilibrium positions

m 022629.01 −=ξ , (114)

m 077371.02 =ξ , (115)

m 03567.01 =ξ , (116)

m 13567.02 =ξ , (117)

m 06198.01 =ξ , (118)

m 16198.02 =ξ . (119)

The results of the numerical simulations are presented in the figures 6, 7, 8, 9 and 10.

a)

b)

c)

d)

Fig. 6. Time history in the first case.

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a)

b)

c)

d)

Fig. 7. Time history in the second case.

a)

b)

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c)

d)

Fig. 8. Time history in the third case, the initial conditions being given by (107).

a)

b)

c)

d)

Fig. 9. Time history in the third case, the initial conditions being given by (108).

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a)

b)

c)

d)

Fig. 10. Time history in the third case, the initial conditions being given by (109).

11 Conclusions In this paper we presented a study concerning the influence of the non-linear neo-Hookean elements on the stability of the system machine-tool-foundation. If 01 >ε , then we proved that both the

equilibrium and the motion are simply stable and the neo-Hookean element increases the safety domain where the resonance doesn’t appear. If 01 <ε , then

the discussion is more difficult and it is presented in the ninth part of this paper where we also studied the stability of the equilibrium positions. Finally we made the numerical simulation for all the cases presented in the paper, the numerical results being in excellent agreement with the theory developed. References:

[1] N.–D. Stănescu, L. Munteanu, V. Chiroiu, N. Pandrea, Dynamical systems. Theory and

applications, vol. 1, The Publishing House of the Romanian Academy, Bucharest (Romania), 2007.

[2] N.–D. Stănescu, L. Munteanu, V. Chiroiu, N. Pandrea, Dynamical systems. Theory and

applications, vol. 2, The Publishing House of the Romanian Academy, Bucharest (Romania), 2009 (in press).

[3] N. Pandrea, N.–D. Stănescu, N.–D., Mechanics, Didactical and Pedagogical Publishing House, Bucharest (Romania), 2002.

[4] N.–D. Stănescu, Numerical methods, Didactical and Pedagogical Publishing House, Bucharest (Romania), 2007.

[5] V. I. Arnold, Dynamical Systems. Bifurcation Theory and Catastrophe Theory, Springer–

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Verlag, Berlin, Heidelberg, New York, London, Paris, Tokyo, Hong Kong, Barcelona, Budapest, 1994.

[6] V. I. Arnold, Catastrophe theory, Springer–Verlag, Berlin, Heidelberg, New York, Tokyo, 1984.

[7] D. K. Arrowsmith, C. M. Place, An Introduction to Dynamical Systems, Cambridge University Press, 1994.

[8] H. W. Broer, B. Krauskopf, G. Vegter, (eds.) Global Analysis of Dynamical Systems, Institute of Physics Publishing, Bristol and Philadelphia, 2001.

[9] L. Carleson, T. W. Gamelin, Complex Dynamics, Springer–Verlag, New York, Heidelberg, London, Paris, 1993.

[10] J. Carr, Applications of Centre Manifold

Theory, Springer–Verlag, New York, Heidelberg, Berlin, 1981.

[11] P. Collet, J. P. Eckmann, Iterated maps on the interval as dynamical systems, Birkhäuser, Boston, 1980.

[12] R. Curtu, Introduction to the theory of the dynamical systems, Infomarket Publishing House, Braşov, 2000 (in Romanian).

[13] R. L. Devaney, An introduction to chaotic dynamical systems, Addison-Wesley, New York, 1989.

[14] F. Dumortier, R. Roussarie, J. Sotomayor, H. śoladek, Bifurcations of Planar Vector Fields. Nilpotent Sigularities and Abelian Integrals, Springer–Verlag, Berlin, Heidelberg, New York, 1991.

[15] A. Georgescu, M. Moroianu, I. Oprea, The Theory of the Bifurcation, University of Piteşti Publishing House, 1999 (in Romanian).

[16] J. Guckenheimer, A strange attractor, in The Hopf bifurcation and applications, ed. J. E. Marsden, McCracken, Springer, Berlin, 1976.

[17] J. Guckenheimer, P. J. Holmes, Nonlinear oscillations, dynamical systems and bifurcations

of vector fields, Springer–Verlag, New York, 1983.

[18] J. K. Hale, H. Koçak, Dynamics and

Bifurcations, Springer–Verlag, New York, Berlin, Heidelberg, London, Paris, Tokyo, Hong Kong, Barcelona, Budapest, 1991.

[19] J. L. Kaplan, J. A. Yorke, Functional

differential equations and approximations of

fixed points. In H. O. Peiten, H. O. Walther (eds.), Springer, Berlin, 204, 1979.

[20] A. Katok, Lyapunov exponents, entropy and periodic points for diffeomorfisms, Publishing Mathematics, IHES, 1, 1980.

[21] Y. A. Kuznetsov, Elements of Applied

Bifurcation Theory, Springer–Verlag, New York, Berlin, Heidelberg, London Paris, Tokyo, Hong Kong, Barcelona, Budapest, 1995.

[22] A. I. Lurie, Analytical Mechanics, Springer–Verlag, Berlin, Heidelberg, New York, Barcelona, Hong Kong, London, Milan, Paris, Tokyo, 2002.

[23] Ju. I. Neĩmark, N. A. Fufaev, Dynamics of Nonholonomic Systems, Translations of Mathematical Monographs, vol. 33, American Mathematical Society, Providence, Rhode Island, 1972.

[24] H. O. Peitgen, H. Jurgens, D. Saupe, Chaos and fractals. New frontiers of science, Springer Verlag, 1992.

[25] L. Perko, Differential Equations and

Dynamical Systems, Springer–Verlag, New York, Berlin, Heidelberg, 1996.

[26] K. S. Sibirsky, Introduction to topological dynamics, Noordhoff International Publishing, Leyden, The Netherlands, 1975.

[27] P. P. Teodorescu, Mechanical systems. Classic

models, 4 vol. Technical Publishing House, , Bucharest 1984, 1988, 1997, 2002.

[28] R. P. Voinea, I. V. Stroe, Introduction to the theory of the dynamical systems, Romanian Academy Publishing House, Bucharest, 2000.

[29] S. Wiggins., Iintroduction to applied nonlinear dynamical systems and chaos, Springer, New York, 1992.

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