• Sonuç bulunamadı

Başlık: Energy decay rate of the solutions of a marine riser equation with a variable coefficientYazar(lar):MEYVACI, MügeCilt: 67 Sayı: 1 Sayfa: 286-292 DOI: 10.1501/Commua1_0000000850 Yayın Tarihi: 2018 PDF

N/A
N/A
Protected

Academic year: 2021

Share "Başlık: Energy decay rate of the solutions of a marine riser equation with a variable coefficientYazar(lar):MEYVACI, MügeCilt: 67 Sayı: 1 Sayfa: 286-292 DOI: 10.1501/Commua1_0000000850 Yayın Tarihi: 2018 PDF"

Copied!
7
0
0

Yükleniyor.... (view fulltext now)

Tam metin

(1)

C om mun. Fac. Sci. U niv. A nk. Ser. A 1 M ath. Stat. Volum e 67, N umb er 1, Pages 286–292 (2018) D O I: 10.1501/C om mua1_ 0000000850 ISSN 1303–5991

http://com munications.science.ankara.edu.tr/index.php?series= A 1

ENERGY DECAY RATE OF THE SOLUTIONS OF A MARINE RISER EQUATION WITH A VARIABLE COEFFICIENT

MUGE MEYVACI

Abstract. In this work the initial boundary value problem for a fourth order non linear equation which describes the marine riser is studied :

utt+ kuxxxx [a(x)ux]x+ utx+ b(t)utjutjp= 0; x 2 [0; l]; t > 0;

Under appropriate conditions on a(x) and b(t), we prove that the energy of the problem tends to zero as t ! 1.

1. INTRODUCTION

We work on the decay properties of solutions to the initial boundary value prob-lem of the marine riser equation:

utt+ kuxxxx [a(x)ux]x+ utx+ b(t)utjutjp= 0; x 2 [0; l]; t > 0; (1.1)

u(0; t) = uxx(0; t) = u(l; t) = uxx(l; t) = 0; t > 0; (1.2)

where k; p; are given positive numbers, a; b are given functions. This equation without the variable damping coe¢ cient is studied in [1] and [2]. This problem about the o¤shore drilling operations which done by a long slender vertical pipe that is including a drilling string and drilling mud, which is so called Marine riser. The problem of riser stability, that is the stability of pipes conveying ‡uid has caught the attention of many authors (see e.g. [1]-[11]).

Since our equation includes a variable coe¢ cient b(t) the techniques used in above articles is not applicable to our problem. Therefore we adapt the study of Martinez [8], in this article a new weighted integral inequality method was used to estimate the decay rate of solutions of the wave equation. This method is originated a result of Haraux [3] .

In [9], the following simplest equation that can be used in modeling of marine riser:

utt+ uxxxx N uxx= 0 x 2 (0; 1); t > 0;

Received by the editors: September 06, 2016; Accepted: March 24, 2017. 2010 Mathematics Subject Classi…cation. 35B30, 35B35.

Key words and phrases. Energy decay rate, marine riser, fourth order wave equation, asymp-totic behaviour.

c 2 0 1 8 A n ka ra U n ive rsity C o m m u n ic a tio n s d e la Fa c u lté d e s S c ie n c e s d e l’U n ive rs ité d ’A n ka ra . S é rie s A 1 . M a th e m a t ic s a n d S t a tis t ic s .

(2)

under the homogeneous boundary conditions (1.2) is considered. Where N is a positive number. Lyapunov’s direct method is used in detail.

In [7], the following nonlinear marine riser equation:

mutt+ EIuxxxx (N ux)x+ auxt+ butjutj = 0 x 2 (0; l); t > 0;

under the boundary conditions (1.2) is studied and the stability of zero solution of this problem is established.

In [11], the initial boundary value problem for the fourth order equation mutt+ (EIuxx)xx+ P (t)uxx= 0; x 2 (0; l); t > 0;

under the boundary conditions (1.2) is considered. The necessary conditions on P (t) for the stability of solutions are obtained. In [6], the initial boundary value problem for the marine riser equation:

mutt+ kuxxxx (a(x)ux)x+ utx+ butjutjp= 0 x 2 (0; l); t > 0;

under the boundary conditions (1.2) is considered. The global asymptotic stability of solutions and the estimates for the rate of decay of the solutions were obtained. In [1], the globally asymptotically stability of the zero solution to the problem for multidimensional marine riser equation:

utt+ k 2u + a u + ~g:rut+ butjutjp= 0; x 2 ; t > 0;

under the initial boundary conditions

u(x; 0) = u0(x); ut(x; 0) = u1(x); x 2 ;

u(x; t) = @u(x; t)

@ = 0; x 2 @ ; t > 0;

where RN, N 3 is a bounded domain with su¢ ciently smooth boundary

@ , is the unit outward normal vector to the boundary, k > 0, p 1, b > 0 and a 2 R are given numbers and ~g = (g1; g2; :::; gN) 2 RN, is studied. Furthermore,

continuous dependence of the weak and the strong solutions of the problem on the coe¢ cients a, b and g were proved.

There are many articles devoted to the study of boundary control of initial boundary value problems for marine riser type equations (see,e.g.[4],[5], [10]). In what follows, we will use the following notations:

ku(t)k := Z l 0 u2(x; t)dx !1 2 ; ku(t)kq := Z l 0 uq(x; t)dx !1 q :

The proof of our main result will be based on the following pre mentioned Lemma. Lemma 1.1. (Martinez,[8]) Let E : R+ ! R+ be a non increasing function and

: R+! R+ a strictly increasing function of class C1 such that

(3)

Assume that there exist 0 and ! > 0 such that Z +1

S

E(t)1+ 0(t)dt 1

!E(0) E(S): (1.4)

Then E(t) has the following decay property:

if = 0; then E(t) E(0)e1 ! (t); 8t 0; (1.5)

if > 0; then E(t) E(0) 1 + 1 + ! (t)

1

; 8t 0: (1.6)

2. Asymptotic behavior

Theorem 2.1. Suppose that b(t) is a nonincreasing function of class C1 on R+ satisfyingR0tb(s)ds ! 1 as t ! 1 and there exists a positive number a0 such that

a(x) a0:

Then each solution of the problem (1.1)-(1.2) satis…es the following energy decay property: E(t) E(0) p + 2 2 + !pR0tb(s)ds !2 p ; 8t > 0; where ! 1=2max ( c ; (2 3p+2 p pl) p 2 (p + 2)( (p + 2))p2Eq(0) ; (p + 1)(4(d2 ) p+2)p+11 (p + 2)( (p + 2))p+11 E q p 1 (0) ) ; and =1 2 c 2 k12 > 0:

Proof. Suppose that u is a solution to the problem (1.1)-(1.2). Multiplying equation (1.1) by utand integrating over (0; l) we get

d dtE(t) = 2 Z l 0 b(t)ju t(x; t)jp+2dx; (2.1) where E(t) := kut(t)k2+ k kuxx(t)k2+ Z l 0 a(x)u2x(x; t)dx: (2.2)

(4)

Now, multiplying equation (1.1) by 0qu and integrating over (0; l) (S; T ) and using boundary conditions we get

0(t)Eq Z l 0 (u(x; t)ut(x; t)) jTSdx Z T S 0(t)Eq (t) kut(t)k2dt Z T S Z l 0

[ 00(t)Eq(t) + q 0(t)Eq 1(t)E0(t)]u(x; t)ut(x; t)dxdt

+ Z T S 0(t)Eq(t)[E(t) kut(t)k2]dt + Z T S 0(t)Eq(t) Z l 0 u(x; t)utx(x; t)dxdt + Z T S 0(t)Eq(t) Z l 0 b(t)u(x; t)ju t(x; t)jp+1dxdt = 0: So we have Z T S 0(t)Eq+1(t)dt = 0(t)Eq(t) Z l 0 (u(x; t)ut(x; t)) jTSdx +2 Z T S 0(t)Eq (t) kut(t)k2dt Z T S 0(t)Eq(t) Z l 0 u(x; t)utx(x; t)dxdt + Z T S Z l 0 h

00(t)Eq(t) + q 0(t)Eq(t)E0(t)iu(x; t)u

t(x; t)dxdt Z T S 0(t)Eq(t) Z l 0 b(t)u(x; t)ju t(x; t)jp+1dxdt: (2.3)

Using Cauchy inequality, Hölder’s inequality, de…nition of E(t) and 0(t) we get Z l 0 u(x; t)ut(x; t)dx Z l 0 u2(x; t)dx ! Z l 0 u2t(x; t)dx ! cE(t); (2.4) 0(t)Eq Z l 0 u(x; t)ut(x; t)dxjTS c Eq+1(S); (2.5) 2 Z T S 0(t)Eq (t)jjut(t)jj2dt 2 Z T S 0(t)Eq(t)lp+2p Z l 0 ju t(x; t)jp+2dx ! 2 p+2 dt p(2 1) p+2 p p + 2 Z T S 0(t)l Eq(p+2)p dt + 2 (p + 2) p+2 2 1 Z T S ( E0(t) 2 )dt; (2.6)

(5)

Z T S

Z l 0

[ 00(t)Eq(t) + q 0(t)Eq 1(t)E0(t)]u(x; t)ut(x; t)dxdt

Z T S

00(t)Eq(t) + q 0(t)Eq 1(t)E0(t) cE(t)dt

qc q + 1E q+1(S); (2.7) Z T S 0(t)Eq Z l 0 u(x; t)utx(x; t)dxdt d1 2 Z T S 0q+1(t)dt; (2.8) Z T S 0(t)Eq(t) Z l 0 b(t)u(x; t)ju t(x; t)jp+1dxdt ( d2 2)p+2 p + 2 Z T S 0(t)Eq(q+1 2)(p+2)(t)dt + p + 1 (p + 2) p+2 p+1 2 E(S); (2.9) where c = l 2 2k12 ; d1= 1 + 2l2 2k; d2= l32+p+21 k122 p+1 p+2 : Thanks to Sobolev inequality ku(t)kp+2 l

1 2+

1

p+2ku

x(t)k (ref. [6]) and the

de…ni-tion of E(t) we have

ku(t)kp+2

l12+ 1 p+2

E(t)12:

Employing the inequalities 2.5–2.9 and 2.3 we get Z T

S

0(t)Eq+1(t)dt c E(0)qE(S) +pl(2 1)

p+2 p p + 2 Z T S 0(t)Eq(p+2)2 dt + 1 (p + 2) p+2 2 1 Z T S ( E0(t))dt + qc q + 1E q+1(S) +d1 2 Z T S 0(t)Eq+1(t)dt +( d2 2) p+2 p + 2 Z T S 0(t)E(q+1 2)(p+2)(t)dt + p + 1 (p + 2) p+2 p+1 2 E(S); If we choose q = p2 we get Z T S

0(t)Eq+1(t)dt c E(0)qE(S) +pl(2 1)

p+2 p p + 2 Z T S 0(t)Eq(p+2)p (t)dt + 1 (p + 2) p+2 2 1 Z T S ( E0(t))dt + qc q + 1E q+1(S) +d1 2 Z T S 0(t)Eq+1(t)dt +( d2 2) p+2 p + 2 Z T S 0(t)Eq+1+ (t)dt + p + 1 (p + 2) p+2 p+1 2 E(S);

(6)

Here =p(p+2)2 . Choosing k > 2l222 we get =12

c 2

k12 > 0,

Z T S

0(t)Eq+1(t)dt c E(0)qE(S) + pl(21)

p+2 p p + 2 Z T S 0(t)Eq(p+2)p (t)dt + 1 (p + 2) p+2 2 1 Z T S ( E0(t))dt + qc q + 1E q(0)E(S) +( d2 2) p+2 p + 2 Z T S 0(t)Eq+1+ (t)dt + p + 1 (p + 2) p+2p+1 E(S); If we choose p+22 =4(d (p+2) 2 )p+2E (0) and p+2 p 1 = (p+2) 2 3p+2 p pl we get 2 Z T S 0(t)Eq+1(t)dt c Eq(0)E(S) + qc q + 1E q(0)E(S) + (2 3p+2 p pl)p2 (p + 2)( (p + 2))p2 E(S) +(p + 1)(4(d2 ) p+2)p+11 Ep+1(0) (p + 2)( (p + 2))p+11 E(S); Thus we obtain Z T S 0(t)Eq+1(t)dt 1 !E q(0)E(S):

Now, using Lemma 1.1 we get

E(t) E(0) p + 2 2 + !pR0tb(s)ds !2 p ; 8t > 0; Here ! 1= 2max ( c ; (2 3p+2 p pl)p2 (p + 2)( (p + 2))p2Eq(0) ; (p + 1)(4(d2 ) p+2)p+11 (p + 2)( (p + 2))p+11 E q p 1 (0) ) : References

[1] Çelebi A.O, Gür ¸S and Kalantarov V.K., Structural stability and decay estimate for marine riser equations. Math. Comput Model. 2011;54: 3182-3188.

[2] Gür ¸S., Global asymptotic stability of solutions to nonlinear marine riser equation. J Inequal Appl. [electronic only] 2010.

[3] Haraux A., Two remarks on dissipative hyperbolic problems. Research Notes in Mathemat-ics,Pitman. 1985; 161–179.

[4] He W, Ge S.S., How B.V.E., Choo Y.S. and Hong K., Robust adaptive boundary control of a ‡exible marine riser with vessel dynamics. Automatica. 2011; 47: 722-732.

[5] How B.V.E., Ge S.S. and Choo Y.S., Active control of ‡exible marine risers. J Sound Vib. 2009; 320: 758-776.

[6] Kalantarov V.K. and Kurt A., The Long-time behavior of solutions of a nonlinear fourth order wave equation, describing the dynamics of marine risers. ZAMM . 1997; 77(3): 209-215.

(7)

[7] Köhl M., An extended Lyapunov approach to the stability assessment of marine risers. Z. Angew. Math. Mech. 1993; 73 (2): 85-92 .

[8] Martinez P., A new method to obtain decay rate estimates for dissipative systems. ESAIM:Control,Optimisation and Calculus of Variations. 1999; 4: 419-444.

[9] Movchan A.A., The direct method of liapunov in stability problems of elastic system. J Appl Math Mech. 1959; 3: 686-700.

[10] Nguyen T.L., Do K.D. and Pan J., Boundary control of vibration in coupled nonlinear three dimensional marine risers. Proceedings of Acoustics. 2012.

[11] Plaut R.H., Lyapunov stability of columns, pipes and ratating shafts under time-dependent excitation. Dynamics and Stability of Systems. 1994: 9(1); 89-93.

Current address : Department of Mathematics, Mimar Sinan Fine Art University 34380,¸Si¸sli, Istanbul, Turkey

E-mail address : muge.meyvaci@msgsu.edu.tr ORCID: http://orcid.org/0000-0002-4772-3869

Referanslar

Benzer Belgeler

Alevîlik meselesini kendine konu edinen kimi romanlarda, tarihsel süreç içe- risinde yaşanan önemli olaylar da ele alınır.. Bunlardan biri Tunceli (Dersim) bölge- sinde

Sonuç olarak; görgü öncesi ve sonrası yerine getirilen hizmetler, yapılan dualar, na- sihatler, telkinler ve saz eşliğinde söylenen deyişler ve semah gibi tüm

Query by image content is the searching of images based on the common, intrin­ sic and high-level properties such as color, texture, shape of objects captured in the images and

Our control laws consist of a torque law applied to the rigid body and a dynamic boundary force control law a p plied to the free end of the flexible link0. We prove that

When the regular Sturm–Liouville eigenvalue problem (8)-(10) is solved, there are …ve di¤erent cases depending on the value of the parameter h in the boundary condition.. In

Some local boundary value problems for the equation (1) were constructed in [3]-[5] where solutions were constructed using the Fourier method.. Statement of

Its deliverables in principle included a cash payment to persons whose drinking water was affected, health education and community projects for the benefit of the plaintiff class,

Işıloğlu, “Malatya ili ve çevresinde yetişen yenen ve zehirli mantarlar üzerinde taksonomik araştırmalar,” Yüksek lisans tezi, Biyoloji Bölümü, Fen Bilimleri