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Construction of a functional by a given second-order Ito stochastic equation

  • Marat Tleubergenov , Gulmira Vassilina EMAIL logo and Shakhmira Ismailova
Published/Copyright: December 11, 2023

Abstract

In this article, we consider the problem of extending Hamilton’s principle to the class of natural mechanical systems with random perturbing forces of white noise type. By the method of moment functions, we construct the functionals taking a stationary value on the solutions of a given stochastic equation of Lagrangian structure.

MSC 2010: 60Gxx; 34A55

1 Introduction: Problem statement

The theory of inverse problems of dynamics, which originated in the seminal work of Yerugin [1], has been quite fully developed for ordinary differential equations (ODEs) in [210]. In a study by Yerugin [1], a set of ODEs is constructed by a given integral curve. In [2,3], Galiullin proposed a classification of the main types of inverse problems of dynamics in the class of ODEs and developed general methods for their solution. In [1115], the solvability conditions were obtained for inverse problems of dynamics in the class of stochastic Ito differential equations.

In recent decades, the increased interest in the Helmholtz problem [16] has marked a new stage in the study of inverse problems for differential systems. Inverse problems of dynamics related to the Helmholtz problem are described in a study by Galiullin [17].

The classical Helmholtz problem is the problem of constructing equivalent differential equations in the Lagrangian form by given second-order ODEs. Mayer [18] and Suslov [19] independently showed that the classical Helmholtz conditions are not only necessary but also sufficient conditions for the transition from Newton equations to equivalent Lagrangian equations.

First, the solution of the Helmholtz problem in a certain broader class of differential equations allows us to extend to this class the well-developed mathematical methods of classical mechanics. Second, since the Helmholtz problem is also an inverse problem of the calculus of variations, it is often useful to replace the problem of finding the solution of a differential equation with the equivalent problem of finding the extremals of the functional constructed from this equation using numerical methods. Speaking of the Helmholtz problem, we should mention the two-volume monograph by Santilli [20,21]. This monograph occupies a special place in the study of the Helmholtz problem for the variety of aspects and the completeness of the presentation of this problem. It is devoted to the problem of the representation of second-order ODEs in the form of Lagrange, Hamilton, and Birkhoff equations. In the studies by Budochkina and Savchin [2224], the methods for solving the Helmholtz problem are extended to the class of partial differential equations (PDEs).

Further research into the Helmholtz problem is presented in by Santilli [20,21] and Filippov et al. [25]. These works contain the authors’ own investigations, mainly in the class of ODEs and PDEs, and give a historical review of the development and generalization of the above problem.

The Helmholtz problem in the class of stochastic equations can be formally divided into two interrelated subproblems.

Problem 1

Given the second-order Ito stochastic differential equation:

(1) x ¨ ν = F ν ( x , x ˙ , t ) + η ν j ( x , x ˙ , t ) ξ ˙ j , ( ν = 1 , n ¯ ; j = 1 , m ¯ ) .

it is required to construct the equivalent stochastic equation of Lagrangian structure in the following form:

(2) d d t L x ˙ ν L x ν = η ν j ( x , x ˙ , t ) ξ ˙ j .

In other words, by the given functions F ν and η ν j , it is required to determine the Lagrange function L and the functions η ν j so that the constructed equation (2) is equivalent to equation (1).

Problem 2

It is required to construct a functional that takes a stationary value on the solutions of the given equation of Lagrangian structure (2).

Note that [26,27] solved mainly Problem 1 (the first part of the stochastic Helmholtz problem). In a study by Tleubergenov and Azhymbaev [26], Problem was is solved in the class of stochastic differential equations equivalent almost surely by the method of additional variables. In a study by Tleubergenov et al. [27], the solvability of Problem 1 was studied in the class of stochastic differential equations equivalent in distribution.

In what follows, we assume that the vector function F ( z , t ) and the matrix σ ( z , t ) , z = ( x T , x ˙ T ) T , satisfy the following conditions:

  1. F ( z , t ) and σ ( z , t ) are continuous in t and satisfy the Lipschitz condition in z , i.e.,

    σ ( z , t ) σ ( z , t ) 2 + F ( z , t ) F ( z , t ) 2 L ( 1 + z z 2 ) for all z , z R 2 n ;

  2. The linear growth condition

    σ ( z , t ) 2 + F ( z , t ) 2 L ( 1 + z 2 )

    is satisfied for all z R 2 n .

These two conditions ensure the existence and uniqueness of the solution of the Cauchy problem for the stochastic Ito differential equation (1) (see [27]).

Let ( Ω , U , P ) be a probability space with flow { U t } . Here, { ξ 1 ( t , ω ) , , ξ m ( t , ω ) } , ω Ω , is a system of independent Wiener processes [28].

This article is devoted to the solution of Problem 2 (the second part of the stochastic Helmholtz problem).

One of the methods, widely used in the class of Ito stochastic differential equations is the so-called method of moment functions (or statistical theory of dynamical systems) (see, e.g., [28]). The essence of this method is that the study of stochastic differential equations, and a random process x ( t , ω ) is reduced to the study of a system of ODEs with respect to moments of different orders E x r ( t , ω ) , r = 1 , 2 , .

2 The Hamilton principle in the presence of random perturbations

Let us apply the method of moment functions to extend the Hamilton principle to the class of second-order Ito stochastic equations.

We consider a mechanical system characterized by the Lagrange function L = L ( q , q ˙ , t ) , where q ν and q ˙ ν ( ν = 1 , n ¯ ) are the generalized coordinates and generalized velocities, respectively. Suppose that the system is subject to generalized random perturbing forces Q ν , so that the equations of motion of the given system are of the form

(3) d d t L q ˙ ν L q ν = Q ν , ( ν = 1 , n ¯ ) .

We assume that the random perturbing forces Q ν admit the representation Q ν = σ ν j ( q , q ˙ , t ) ξ ˙ 1 2 j , ( j = 1 , m ¯ ) , where ξ ˙ 1 2 j is a white noise in the sense of Stratonovich [29].

Let us apply the operation of mathematical expectation [28] to equation (3). Taking into account the property of a white noise in the sense of Stratonovich, E [ σ ν j ξ ˙ 1 2 j ] = 1 2 E σ ν j q ˙ i σ i j , we arrive at the equation in E L of the form

(4) d d t E L q ˙ ν E L q ν = 1 2 E σ ν j q ˙ i σ i j , ( ν = 1 , n ¯ ; i = 1 , n ¯ ) .

We consider the following cases.

The functions σ ν j = σ ν j ( q , t ) are independent of generalized velocities. Hence, σ ν j q ˙ i 0 , and equation (4) takes the form

(5) d d t E L q ˙ ν E L q ν = 0 .

The functions σ ν , j = σ ν j ( q , q ˙ , t ) depend on generalized velocities and satisfy the following relations:

(6) q ˙ k σ ν j q ˙ i σ i j = q ˙ ν σ k j q ˙ i σ i j , q ν σ k j q ˙ i σ i j = q k σ ν j q ˙ i σ i j d d t q k σ ν j q ˙ i σ i j .

These conditions are derived from the work of Santilli [20, pp. 194–195]. This work, in particular, presents a study of the problem of reducing a first-order ODE to the equation of the Lagrange form

F ν ( q , q ˙ , t ) d d t θ q ˙ ν θ q ν

and derives the Helmholtz-type conditions, which are equivalent to relations (6) with respect to the functions F ν = 1 2 σ ν j q ˙ i σ i j .

Conditions in equation (6) ensure, following [20], the existence of a function Θ of the form

(7) Θ ( q , q ˙ , t ) = 1 2 q ν 0 1 σ ν j ( τ q , τ q ˙ , t ) q ˙ i σ i j ( τ q , τ q ˙ , t ) d τ .

Thus, in the case when σ ν j = σ ν j ( q , q ˙ , t ) satisfies equation (6), equation (4) takes the form

(8) d d t ( E L Θ ) q ˙ ν ( E L Θ ) q ν = 0 ,

or when E L ˜ = E L Θ , we obtain

(9) d d t E L ˜ q ˙ ν E L ˜ q ν = 0 .

Remark 1

If the original stochastic equation of the Lagrangian structure is not set in the form of the above considered Langevin-Stratonovich equation (3) but in the form of the Langevin-Ito equation as follows:

(10) d d t L q ˙ ν L q ν = σ ν j ( q , q ˙ , t ) ξ ˙ 0 j , ( ν = 1 , n ¯ , j = 1 , m ¯ ) ,

where ξ ˙ 0 j is a white noise in the sense of Ito [30], then applying the averaging operation to equation (10) leads to the following equation:

(11) d d t E L q ˙ ν E L q ν = 0 ,

where d d t denotes d ( ) d t = d ( ) d t + 1 2 2 ( ) q ˙ i q ˙ k σ i j σ k j , or, the same,

d d t E L q ˙ ν E L q ν = 1 2 3 L q ˙ ν q ˙ i q ˙ k σ i j σ k j .

If we assume that the Lagrange function is a second-degree function with respect to the generalized velocities, then from the identity 3 L q ˙ ν q ˙ i q ˙ k 0 , we have d ( ) d t d ( ) d t . Hence, in this case, equation (11) can be written in the form of equation (5).

We now consider the question: what equation of the Lagrangian structure is satisfied by the second-order initial momentum Γ L = E L 2 , if the original equation in L is given in the form of equation (3)?

Let us expand the expression d d t L 2 q ˙ ν L 2 q ν . Due to the fact that the white noise in the original equation (3) is given in the Stratonovich form [29], we apply the “normal” rule for differentiation of composite functions:

d d t L 2 q ˙ ν L 2 q ν = 2 d L d t L q ˙ ν + L d d t L q ˙ ν L q ν = 2 d L d t L q ˙ ν + 2 L σ ν j ξ ˙ 1 2 j .

Since d L d t = L t + L q μ q ˙ μ + L q ˙ μ q ¨ μ , we obtain

(12) d d t L 2 q ˙ ν L 2 q ν = Φ ν + 2 L σ ν j ξ ˙ 1 2 j ,

where Φ ν = 2 L t + L q μ q ˙ μ + L q ˙ μ q ¨ μ L q ˙ ν .

Let us rewrite the resulting equation in the form

(13) d d t L 2 q ˙ ν L 2 q ν = a ν k q ¨ k + b ν + 2 L σ ν j ξ ˙ 1 2 j ,

where a ν k = 2 L q ˙ ν L q ˙ k and b ν = 2 L q ˙ ν L t + L q μ q ˙ μ , and consider the possibility of the following representation:

a ν k q ¨ k + b ν d d t Θ 1 q ˙ ν Θ 1 q ν .

If we assume that the function L is such that b ν and a ν k satisfy the Helmholtz conditions [20, p. 65]

(14) a ν k = a k ν , a ν i q ˙ k = a k i q ˙ ν , b ν q ˙ k + b k q ˙ ν = 2 t + q ˙ i q i a ν k , b ν q k b k q ν = 1 2 t + q ˙ i q i b ν q ˙ k b k q ˙ ν , ( i , ν , k = 1 , n ¯ ) ,

then there exists a function, Θ 1 = Θ 1 ( q , q ˙ , t ) which admits the representation of equation (13) in the form

(15) d d t ( L 2 Θ 1 ) q ˙ ν ( L 2 Θ 1 ) q ν = ρ ν j ξ ˙ 1 2 j ,

where ρ ν j = 2 L σ ν j .

We then apply the operation of mathematical expectation to equation (15), and due to E [ ρ ν j ξ ˙ 1 2 j ] = 2 E L ( L σ ν j ) q ˙ i σ i j (see [20]), we obtain

(16) d d t ( Γ L E Θ 1 ) q ˙ ν ( Γ L E Θ 1 ) q ν = 2 E L ( L σ ν j ) q ˙ i σ i j .

Suppose that the right-hand side of equation (16) satisfies the Helmholtz conditions that are equivalent to conditions in equation (6), and for the following first-order equation:

L ( L σ ν j ) q ˙ i σ i j d d t θ 2 q ˙ ν θ 2 q ν ,

these conditions are equivalent to relations

(17) q ˙ k L ( L σ ν j ) q ˙ i σ i j = q ˙ ν L ( L σ k j ) q ˙ i σ i j q ν L ( L σ k j ) q ˙ i σ i j = q k L ( L σ ν j ) q ˙ i σ i j d d t q k L ( L σ ν j ) q ˙ i σ i j .

Then, according to Santilli [20], there exists

Θ 2 ( q , q ˙ , t ) = 1 2 q ν 0 1 L ( τ q , τ q ˙ , t ) ( L ( τ q , τ q ˙ , t ) σ ν j ( τ q , τ q ˙ , t ) ) q ˙ i σ i j ( τ q , τ q ˙ , t ) d τ ,

and hence, under conditions in equation (17), equation (16) is equivalent to the following equation:

(18) d d t ( Γ L E Θ 1 E Θ 2 ) q ˙ ν ( Γ L E Θ 1 E Θ 2 ) q ν = 0 ,

or when Γ L ˜ = Γ L E Θ 1 E Θ 2 , we obtain

(19) d d t Γ L ˜ q ˙ ν Γ L ˜ q ν = 0 .

To derive the equation of the Lagrangian structure with respect to the variance D L = E ( L E L ) 2 , we use the formula D L = L ( E L ) 2 :

d d t D L q ˙ ν D L q ν = d d t Γ L q ˙ ν Γ L q ν d d t ( E L ) 2 q ˙ ν + ( E L ) 2 q ν .

It follows from equation (15) that

d d t Γ L q ˙ ν Γ L q ν = E Φ ν + 2 E L ( L σ ν j ) q ˙ i σ i j

and

d d t D L q ˙ ν D L q ν = 2 d E L d t E L q ˙ ν 2 E L ( L σ ν j ) q ˙ i σ i j .

Thus, we obtain

(20) d d t D L q ˙ ν D L q ν = E Ψ ν ,

where

(21) E Ψ ν = E Φ ν 2 d E L d t E L q ˙ ν .

If we assume that Ψ ν satisfies both conditions in equation (14) and the Helmholtz conditions

(22) a ν k = a k ν , a ν i q ˙ k = a k i q ˙ ν , b ν q ˙ k + b k q ˙ ν = 2 t + q ˙ i q i a ν k , b ν q k b k q ν = 1 2 t + q ˙ i q i b ν q ˙ k b k q ˙ ν , ( i , ν , k = 1 , n ¯ ) ,

imposed on the functions ϕ ν = 2 d E L d t E L q ˙ ν = E [ a ν k q ¨ k + b ν ] , so that the representation a ν k q ¨ k + b ν d d t Θ 3 q ˙ ν Θ 3 q ν takes place, then equation (20) is equivalent to the following equation:

(23) d d t D L ˜ q ˙ ν D L ˜ q ν = 0 ,

where D L ˜ = D L E Θ 1 E Θ 3 .

Remark 2

Let us derive equations with respect to Γ L and D L in the case when the original stochastic equation of the Lagrangian structure is given in the Langevin-Ito form (10).

We preliminary note the following:

From the relations

d z 1 = X 1 d t + Y 1 d 0 ξ ,

d z 2 = X 2 d t + Y 2 d 0 ξ ,

it follows that

(24) d ( z 1 z 2 ) = z 1 d z 2 + z 2 d z 1 + Y 1 Y 2 d t

(see [28, p. 182]).

Equation (10) solved with respect to the highest derivative has the form

(25) q ¨ ν = α k ν 1 L q k 2 L q ˙ k t 2 L q ˙ k q μ q ˙ μ 1 2 3 L q ˙ k q ˙ i q ˙ μ σ i j σ μ j + α k ν 1 σ k j ξ ˙ 0 j ,

where α k ν = 2 L q ˙ k q ˙ ν . It is assumed that the matrix ( α k ν ) is nonsingular and the inverse matrix has the form ( α k ν 1 ) . In terms of differentials, we obtain

d q ˙ ν = X ν d t + Y ν j d 0 ξ j ,

where

(26) X ν = α k ν 1 L q k 2 L q ˙ k t 2 L q ˙ k q μ q ˙ μ 1 2 3 L q ˙ k q ˙ i q ˙ μ σ i j σ μ j

and

(27) Y ν j = α k ν 1 σ k j .

The differentials d L and d L q ˙ ν are of the forms

(28) d L = A 1 d t + B 1 j d 0 ξ j ,

and

(29) d L q ˙ ν = a ν d t + b ν j ,

respectively. Here, A 1 = L t + L q μ q ˙ μ + L q ˙ μ X μ + 1 2 2 L q ˙ k q ˙ μ σ k j σ μ j , and B 1 j = L q ˙ μ Y μ j .

Based on equations (24) and (29), we calculate the expression

d d t L 2 q ˙ ν = 2 d d t L L q ˙ ν = 2 d L d t L q ˙ ν + L d d t L q ˙ ν + B 1 j b ν j .

Then,

d d t L 2 q ˙ ν L 2 q ν = 2 d L d t L q ˙ ν + L q ˙ μ α l μ 1 σ l j σ ν j + 2 L σ ν j ξ ˙ 0 j .

Furthermore, due to equation (28), we obtain

d d t L 2 q ˙ ν L 2 q ν = 2 L q ˙ ν ( A 1 + B 1 j ξ ˙ 0 j ) + L q ˙ μ α l μ 1 σ l j σ ν j + 2 L σ ν j ξ ˙ 0 j = 2 L q ˙ ν A 1 + L q ˙ μ α l μ 1 σ l j σ ν j + 2 L q ˙ ν B 1 j + 2 L σ ν j ξ ˙ 0 j .

Hence, applying the operation of mathematical expectation and taking into account E [ 2 L q ˙ ν B 1 j + 2 L σ ν j ] ξ ˙ 0 j = 0 , we arrive at the following equation:

(30) d d t Γ L q ˙ ν Γ L q ν = E R ν ,

where R ν = 2 L q ˙ ν A 1 + L q ˙ μ α l μ 1 σ l j σ ν j .

Similarly, if we use L = L E L , instead of L , we obtain the equation in D L of the following form:

(31) d d t D L q ˙ ν D L q ν = E R ν ,

where R ν = 2 L q ˙ ν A 1 + L q ˙ μ α l μ 1 σ l j σ ν j .

Thus, if the original Lagrange equation in the presence of random perturbations is given in the Langevin-Stratonovich form (3), then

  1. the averaged Lagrangian E L satisfies the equation (4), and under the additional assumption (6) with respect to σ ν j , there is a function Θ ( q , q ˙ , t ) such that equation (9) holds for E L ˜ = E L Θ ,

  2. it follows from relation (12) that the second-order initial moment L satisfies the following equation:

    (32) d d t Γ L q ˙ ν Γ L q ν = E Φ ν + 2 E L ( L σ ν j ) q ˙ i σ i j ,

    and under the additional conditions in equations (14) and (17), there exist some functions Θ 1 and Θ 2 such that the following equation holds with respect to Γ L ˜ = Γ L E Θ 1 E Θ 2 :

    (33) d d t Γ L ˜ q ˙ ν Γ L ˜ q ν = 0 .

  3. The variance D L satisfies the equation

    d d t D L q ˙ ν D L q ν = E Φ ν 2 d E L d t E L q ˙ ν ,

    and under conditions in equations (17) and (22), there exist some functions Θ 1 and Θ 3 such that the generalized variance D L ˜ = D L E Θ 1 E Θ 3 satisfies equation (23).

Conditions in equations (14) and (22) are additional constraints on the function L , whereas conditions in equations (6) and (17) are some additional constraints on the functions σ ν j . Hence, properties of equations (6), (14), (17), and (22) that distinguish a subclass of functions L and σ ν j , for which there exist averaged generalized kinetic potentials E L ˜ , Γ L ˜ , and D L ˜ for the Lagrange equations in the Langevin-Stratonovich form (3).

If the original Lagrange equation in the presence of random perturbations is given in the Langevin-Ito form (10), then, by using the Ito differentiation operator d ( ) d t = d ( ) d t + 1 2 2 ( ) q ˙ i q ˙ k σ i j σ k j , we obtain the following:

  1. The averaged Lagrangian E L satisfies equation (11). If L = O ( q ˙ 2 ) , then d ( ) d t d ( ) d t , and equation (11) is equivalent to equation (9).

  2. The second-order initial moment Γ L satisfies equation (30).

  3. The variance D L satisfies equation (31).

Now, based on the derived equations of the Lagrangian structure with respect to E L and D L , let us formulate the Hamilton principle in the presence of random perturbations in terms of moment functions.

Preliminarily, similar to the classical case, let us consider the Hamiltonian action W = t 0 t 1 L ( q , q ˙ , t ) d t and introduce the following notions in the extended configuration space ( q , t ) R n + 1 :

E t 0 t 1 L d t is the mathematical expectation of the Hamiltonian action;

t 0 t 1 L d t E t 0 t 1 L 2 d t is the second-order initial moment of the Hamiltonian action;

t 0 t 1 D L d t E t 0 t 1 ( L E L ) 2 d t is the variance of the Hamiltonian action.

Let q 0 ν ( ω ) and q 1 ν ( ω ) be Gaussian random variables fixed at moments t 0 and t 1 .

Proposition 1

For a mechanical system that admits perfect retaining constraints between two states ( q 0 ν ( ω ) and q 1 ν ( ω ) are given Gaussian random variables) over the same time interval [ t 0 , t 1 ] in a potential field of forces and in the presence of random perturbations in the form of Stratonovich white noise (in the strict sense), the real random process satisfies the following conditions:

(33a) t 0 t 1 ( δ E L + E Φ ν 0 δ q ν ) d t = 0 ,

(33b) t 0 t 1 [ δ Γ L + ( E Φ ν 1 + E Φ ν 2 ) δ q ν d t = 0 ,

(33c) t 0 t 1 [ δ D L + ( E Φ ν 1 + E Φ ν 3 ) δ q ν d t = 0 .

Remark 3

Proposition 1, in contrast to Hamilton’s classical principle, is a necessary, but not sufficient condition.

Proposition 2

If in Proposition 1, we additionally assume that the functions L and σ ν j satisfy conditions in equations (6), (14), (17), and (22), then the following relations hold for the generalized mathematical expectation E L ˜ , the second-order generalized initial moment Γ L ˜ , and the generalized variance D L ˜ of Hamiltonian action:

(34) δ t 0 t 1 E L ˜ d t = 0 , δ t 0 t 1 Γ L ˜ d t = 0 , δ t 0 t 1 D L ˜ d t = 0 .

Conditions in equation (33) in Proposition 1 are derived from the corresponding equations (equations (4), (12), and (20)) of Lagrangian structure, similar to the classical derivation of Hamilton’s principle from the Lagrange equation [31]. Conditions in equation (34) in Proposition 2 are derived from equations (9), (19), and (33).

3 On the stochastic analogue of the Lagrange principle

When solving Problem 2 by the method of moment functions in the first paragraph, the stochastic analogue of Hamilton’s principle of stationary action is derived. However, the functional required in Problem 2 is constructed in the form of an averaged Lagrangian action under assumption that ξ ˙ 1 2 j is a white noise in the Stratonovich sense [29], and σ ν j = σ ν j ( x , t ) does not explicitly depend on generalized velocities. The stochastic analogue of the Lagrange principle is derived as follows:

(35) Δ E 0 t 2 T d t = 0 ,

where E ( ) is the operation of mathematical expectation. Roundabout ways here are random processes for which the total energy of the system E E = h , averaged over the random argument ω Ω , is conserved on the motion, and the Lagrangian variation in the stochastic case is of the form

(36) Δ E E = 0 ; P { Δ q i A B = 0 , Δ t 1 = 0 } = 1 .

Let us show that under the assumption that σ ν j = σ ν j ( q , t ) does not depend explicitly on generalized velocities, for system (3), there is a stochastic analogue of the Lagrange principle as in the form of equation (35).

Indeed, applying the operation of mathematical expectation E ( ) to equation (3), we obtain

(37) d d t E L q ˙ ν E L q ν = 0 , ( ν = 1 , n ¯ ) .

Multiplying equation (37) by the total variance Δ q ν and adding, we have

(38) d d t ν = 1 n E L q ˙ ν Δ q ν ν = 1 n E L q ˙ ν d d t Δ q ν ν = 1 n E L q ν Δ q ν = 0 .

Then, taking into account

d d t Δ q ν = Δ q ˙ ν + q ν d d t Δ t

and

Δ E L = ν = 1 n E L q ν Δ q ν + ν = 1 n E L q ˙ ν Δ q ˙ ν , E L = 2 E T h ,

after some simple transformations, we reduce equation (38) to the form

(39) d d t ν = 1 n E L q ˙ ν Δ q ν = Δ 2 E T + 2 E T d d t Δ t .

Integrating equation (39) from t = 0 to t , due to equation (36), we obtain the desired relation (35).

The Lagrange variation is complete under condition in equation(36), and the Lagrange variation of the integral functional by Lagrangian is defined as follows

J = t 1 t 2 Φ ( q , q ˙ , t ) d t ; Δ E J t 1 t 2 Δ E Φ d t + E Φ t = t 2 Δ t 2 .

4 Conclusion

The problem of extending Hamilton’s principle to the class of natural mechanical systems with random perturbing forces of white noise type were considered. We constructed the functionals taking a stationary value on the solutions of a given stochastic equation of Lagrangian structure using the method of moment functions.

  1. Funding information: This research has been funded by the Committee of Science of the Ministry of Science and Higher Education of the Republic of Kazakhstan (Grant No. AP19677693).

  2. Conflict of interest: The authors state that there is no conflict of interest.

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Received: 2023-08-19
Revised: 2023-10-16
Accepted: 2023-10-20
Published Online: 2023-12-11

© 2023 the author(s), published by De Gruyter

This work is licensed under the Creative Commons Attribution 4.0 International License.

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