Home Variational formulations for the Euler and Navier–Stokes systems in fluid mechanics and related models
Article Open Access

Variational formulations for the Euler and Navier–Stokes systems in fluid mechanics and related models

  • Fabio Silva Botelho EMAIL logo
Published/Copyright: March 12, 2025
Become an author with De Gruyter Brill

Abstract

In its first part, this article develops a variational formulation for the incompressible Euler system in fluid mechanics. The results are based on standard tools of calculus of variations and constrained optimization. In a second step, we present a variational formulation for a compressible Euler system in fluid mechanics assuming an approximately constant scalar field of temperature. We emphasize to obtain both the equations of Euler and Bernoulli as a single system of necessary conditions for a stationary point for the variational formulation in question. In the subsequent sections, we also present a variational formulation for a Navier–Stokes system in fluid mechanics. Finally, in the last section, we develop a duality principle applied to a Ginzburg–Landau-type equation.

MSC 2010: 76A02; 76N15; 49N15

1 Introduction

The first part of this article develops a variational formulation for the incompressible Euler system in fluid mechanics.

In such a variational formulation, the main functional is comprised of the kinetics energy subject to a mass conservation equation as a constraint. We highlight that the Lagrange multiplier corresponding to such a constraint is related to the fluid pressure field.

Such results are based on tools of calculus of variations and related Lagrange multipliers approach.

We highlight that the two main fields for such a system are a position one and a velocity one, which we specify below in the next lines.

As standard references in theoretical fluid mechanics, we would cite previous studies [15]. For related numerical methods, we would mention related works [68]. Concerning similar models, we would cite previous studies [914].

Finally, details on the Sobolev spaces involved may be found in the study by Adams and Fournier [15].

Let Ω R 3 be an open, bounded, and connected set with a regular (Lipschitzian) boundary denoted by Ω .

Consider a fluid motion initially modeled as a particle system one, through the field of position r : Ω × [ 0 , T ] R and field of velocities v , where v ( r ( x , t ) , t ) stands for the velocity at the position r ( x , t ) and time t [ 0 , T ] .

2 Variational formulation for the incompressible Euler equation

In this section, we develop in detail the concerning variational formulation for a incompressible case.

Assuming the Einstein convection of summing up repeated indices and denoting

r ( x , t ) = ( X 1 ( x , t ) , X 2 ( x , t ) , X 3 ( x , t ) ) ,

for such a motion, we also assume the mass conservation equation as a constraint, which stands for

2 X j ( x , t ) x j t = 0 , in Ω × [ 0 , T ] .

For a constant fluid density ρ > 0 , the system kinetics energy functional stands for

E c = 1 2 0 T Ω ρ v ( r ( x , t ) , t ) v ( r ( x , t ) , t ) d x d t .

Moreover, as usual, we generically denote

f , h L 2 = 0 T Ω f h d x d t , f , h L 2 ( Ω × [ 0 , T ] ) ,

with a similar notation for a vectorial case.

For such a modeling, denoting by g = g k the gravity field, we define the following variational formulation represented by the functional J : Y × V × Y 1 × Y 2 R already including the concerning Lagrange multipliers for the constraints, where

(1) J ( v , r , λ , P ˆ ) = 1 2 0 T Ω ρ v ( r ( x , t ) , t ) v ( r ( x , t ) , t ) d x d t + λ , v ( r ( x , t ) , t ) r ( x , t ) t L 2 P ˆ , 2 X j ( x , t ) x j t L 2 0 T Ω ρ g r ( x , t ) d x d t .

In order to simplify the analysis, we assume

V = C 0 2 ( Ω × [ 0 , T ] ) ,

Y 1 = C 0 1 ( Ω × [ 0 , T ] ) , Y 2 = C 0 2 ( Ω × [ 0 , T ] ) , and generically Y = C 2 .

We also denote

J ( v , r , λ , P ˆ ) = J 1 ( v ( r ( x , t ) , t ) , r ( x , t ) , λ , P ˆ ) .

Symbolically, the variation of J in v stands for

J ( v , r , λ , P ˆ ) v = J 1 ( v ( r ( x , t ) , t ) , r ( x , t ) , λ , P ˆ ) v = 0 ,

so that

ρ v + λ = 0 .

Moreover, the variation of J in r stands for

(2) J ( v , r , λ , P ˆ ) r = J 1 ( v ( r ( x , t ) , t ) , r ( x , t ) , λ , P ˆ ) v v r + J 1 ( v ( r ( x , t ) , t ) , r ( x , t ) , λ , P ˆ ) r = J 1 ( v ( r ( x , t ) , t ) , r ( x , t ) , λ , P ˆ ) r = λ t P ˆ t ρ g .

The variation of J in λ stands for

v r t = 0 .

Finally, the variation of J in P ˜ stands for

2 X j ( x , t ) x j t = 0 , in Ω × [ 0 , T ] .

Denoting v j = X j ( x , t ) t , this last equation stands for

v j x j = 0 , in Ω × [ 0 , T ] .

In summary for the first two previous equations, we obtain

ρ v ( r ( x , t ) , t ) + λ = 0

and

λ t P ˆ t ρ g = 0

so that

d ( ρ v ( r ( x , t ) , t ) ) d t + P ˆ t + ρ g = 0 ,

i.e.,

( ρ v ) t + ( ρ v ) X j X j ( x , t ) t + P ˆ t + ρ g = 0 ,

so that denoting the pressure field by

P = P ˆ t ,

we obtain

( ρ v ) t + ( ρ v ) X j v j + P + ρ g = 0 .

Specifically, in terms of coordinates, such a last incompressible Euler system stands for

( ρ v k ) t + ( ρ v k ) X j v j + P x k + ρ g k = 0 , in Ω × [ 0 , T ] ,

k { 1 , 2 , 3 } , and

v j x j = 0 ,

in Ω × [ 0 , T ] .

Remark 2.1

Here, we recall that generically for a scalar smooth function φ = φ ( r ( x , t ) , t ) , we have

φ x j = φ X k X k x j .

Thus, the equation

( ρ v k ) t + ( ρ v k ) X j v j + P x k + ρ g k = 0

stands for

( ρ v k ) t + A j l ( ρ v k ) x l v j + P x k + ρ g k = 0 .

where

{ A k j } = X k x j 1 .

Finally, with the Eulerian identification

X k ( x , t ) x k ,

we obtain

{ A k j } I d ,

where I d denotes the identity matrix, so that we obtain the final format for such an Euler equation:

( ρ v k ) t + ( ρ v k ) x j v j + P x k + ρ g k = 0 , in Ω × [ 0 , T ] ,

k { 1 , 2 , 3 } .

The objective of this section is complete.

3 Variational formulation for the compressible Euler equation

In this section, we develop in detail a concerning variational formulation for the compressible case.

We highlight that the necessary conditions for an extremal point of such a functional comprise both the Euler and Bernoulli equations in the same system.

It is our understanding such a system (including the Euler and Bernoulli equations) as necessary conditions for a stationary point of a single functional is an important advance in the mathematical theory of fluid mechanics.

We start now to describe such a variational formulation.

Let Ω R 3 be an open, bounded, and connected set with a regular (Lipschitzian) boundary denoted by Ω .

Consider a fluid motion initially modeled as a particle system one, through the field of position r : Ω × [ 0 , T ] R and field of velocities v , where v ( r ( x , t ) , t ) stands for the velocity at the position r ( x , t ) and time t [ 0 , T ] .

Assuming the Einstein convection of summing up repeated indices and denoting

r ( x , t ) = ( X 1 ( x , t ) , X 2 ( x , t ) , X 3 ( x , t ) ) ,

for such a compressible motion, we also assume the mass conservation equation as a constraint, which stands for

d ρ d t + ρ x j X j ( x , t ) t = 0 , in Ω × [ 0 , T ] .

Here, we have assumed an approximately constant temperature and a non-constant fluid density ρ = ρ ( r ( x , t ) , t ) > 0 so that the system kinetics energy functional stands for

E c = 1 2 0 T Ω ρ v ( r ( x , t ) , t ) v ( r ( x , t ) , t ) d x d t .

For such a modeling, denoting again by g = g k the gravity field, we define the following variational formulation represented by the functional J : Y × V × Y 1 × Y 2 × Y 3 R already including the concerning Lagrange multipliers for the constraints, where

(3) J ( v , r , λ , P ˆ , ρ ) = 1 2 0 T Ω ρ v ( r ( x , t ) , t ) v ( r ( x , t ) , t ) d x d t + λ , v ( r ( x , t ) , t ) r ( x , t ) t L 2 P ˆ , d ρ d t + ρ x j X j ( x , t ) t L 2 0 T Ω ρ g r ( x , t ) d x d t .

In order to simplify the analysis, we assume

V = C 0 2 ( Ω × [ 0 , T ] ) ,

Y 1 = C 0 1 ( Ω × [ 0 , T ] ) , Y 2 = C 0 2 ( Ω × [ 0 , T ] ) , and generically, Y = Y 3 = C 2 .

We also denote

J ( v , r , λ , P ˆ , ρ ) = J 1 ( v ( r ( x , t ) , t ) , r ( x , t ) , λ , P ˆ , ρ ( r ( x , t ) , t ) ) .

Symbolically, the variation of J in v stands for

J ( v , r , λ , P ˆ , ρ ( r ( x , t ) , t ) ) v = J 1 ( v ( r ( x , t ) , t ) , r ( x , t ) , λ , P ˆ , ρ ( r ( x , t ) , t ) ) v = 0 ,

so that

ρ v + λ = 0 .

Moreover, the variation of J in r stands for

(4) J ( v , r , λ , P ˆ , ρ ) r = J 1 ( v ( r ( x , t ) , t ) , r ( x , t ) , λ , P ˆ , ρ ) v v r + J 1 ( v ( r ( x , t ) , t ) , r ( x , t ) , λ , P ˆ , ρ ) ρ ρ r + J 1 ( v ( r ( x , t ) , t ) , r ( x , t ) , λ , P ˆ , ρ ) r = J 1 ( v ( r ( x , t ) , t ) , r ( x , t ) , λ , P ˆ , ρ ) r = λ t ( ( ρ P ˆ ) ) t ρ g ,

where to clarify the notation, we highlight that denoting

ρ P ˆ = ρ ( r ( x , t ) , t ) P ˆ ( x , t ) W ( x , t ) ,

we have

( ( ρ P ˆ ) ) t = ( W ( x , t ) ) t = W ( x , t ) t .

The variation of J in λ stands for

v r t = 0 .

The variation of J in P ˆ stands for

d ρ d t + ρ x j X j ( x , t ) t = 0 , in Ω × [ 0 , T ] .

Denoting v j = X j ( x , t ) t , this last equation stands for

d ρ d t + ρ ( v j ) x j = 0 , in Ω × [ 0 , T ] .

Finally, the variation of J in ρ stands for

J ( v , r , λ , P ˆ , ρ ( r ( x , t ) , t ) ) ρ = J 1 ( v ( r ( x , t ) , t ) , r ( x , t ) , λ , P ˆ , ρ ( r ( x , t ) , t ) ) ρ = 0 ,

so that,

1 2 v v + P ˆ t P ˆ v j x j g r = 0 , in Ω × [ 0 , T ] .

In summary, for the first two previous equations, we obtain

ρ v ( r ( x , t ) , t ) + λ = 0

and

λ t ( ( ρ P ˆ ) ) t ρ g = 0 .

so that

d ( ρ v ( r ( x , t ) , t ) ) d t + ( ( ρ P ˆ ) ) t + ρ g = 0 ,

i.e.,

( ρ v ) t + ( ρ v ) X j X j ( x , t ) t + ( ( ρ P ˆ ) ) t + ρ g = 0 .

Defining the pressure field by

P = ( ρ P ˆ ) t ,

we obtain

( ( ρ P ˆ ) ) t = ( ρ P ˆ ) t = P ,

so that specifically in terms of coordinates, such a last compressible Euler system stands for

( ρ v k ) t + ( ρ v k ) X j v j + P x k + ρ g k = 0 , in Ω × [ 0 , T ] ,

k { 1 , 2 , 3 } ,

d ρ t + ρ v j x j = 0 ,

in Ω × [ 0 , T ] , and

1 2 v v + P ˆ t P ˆ v j x j + g X 3 ( x , t ) = 0 , in Ω × [ 0 , T ] .

Remark 3.1

Recalling the pressure field is expressed by

P = ( ρ P ˆ ) t ,

we obtain

(5) 1 2 v v + P ρ 1 ρ d ρ d t P ˆ P ˆ v j x j + g X 3 ( x , t ) = 1 2 v v + P ρ + g X 3 ( x , t ) = 0 , in Ω × [ 0 , T ] .

In summary, we have obtain the following Bernoulli equation:

1 2 v v + P ρ + g X 3 = 0 .

Remark 3.2

Here, we recall again that generically, for a scalar smooth function φ = φ ( r ( x , t ) , t ) , we have

φ x j = φ X k X k x j .

Thus, the equation

( ρ v k ) t + ( ρ v k ) X j v j + P x k + ρ g k = 0

stands for

( ρ v k ) t + A j l ( ρ v k ) x l v j + P x k + ρ g k = 0 ,

where

{ A k j } = X k x j 1 .

Finally, with the Eulerian identification

X k ( x , t ) x k ,

and denoting x 3 = z + c 1 , we obtain

{ A k j } I d ,

where I d denotes the identity matrix, so that we obtain the final format for such Euler equations:

( ρ v k ) t + ( ρ v k ) x j v j + P x k + ρ g k = 0 , in Ω × [ 0 , T ] ,

k { 1 , 2 , 3 } ,

D ρ D t + ρ v j x j = 0 , in Ω × [ 0 , T ]

and

1 2 v v + P ρ + g z = c , in Ω × [ 0 , T ] ,

where c = c 1 g .

In particular, these last two equations are the well-known continuity and Bernoulli ones, respectively.

Finally, we clarify that with the identification X k ( x , t ) x k

d ρ ( r ( x , t ) , t ) d t = ρ t + ρ X j X j t

will stand for

D ρ ( x , t ) D t = ρ ( x , t ) t + ρ ( x , t ) x j v j .

The objective of this section is complete.

4 Note on the Navier–Stokes system in fluid mechanics

Consider a positive definite symmetric constant fourth-order tensor { A i j k l } and a related viscosity part functional J 5 , where

J 5 ( v , r , ( r ε ) ) = 1 2 0 T Ω A i j k l v k , l ( r ( x , t ) , t ) X i , j ( ε x , t ) d x d t ,

where generically we denote

( r ε ) ( x , t ) = r ( ε x , t ) , v = { v j } ,

and

v j , k = v j x k , j , k { 1 , 2 , 3 } .

Considering also the notation and results of the previous sections, we define a functional J 3 corresponding to an initially approximate variational formulation for the incompressible Navier–Stokes system, where

(6) J 3 ( v , r , ( r ε ) , λ , P ˆ ) = J 5 ( v , r , ( r ε ) ) + 1 2 0 T Ω ρ v ( r ( x , t ) , t ) v ( r ( x , t ) , t ) d x d t + λ , v ( r ( x , t ) , t ) r ( x , t ) t L 2 P ˆ , 2 X j ( x , t ) x j t L 2 0 T Ω ρ g r ( x , t ) d x d t .

In order to obtain the Navier–Stokes system, we define the following specific variation:

(7) δ ˆ r J 3 ( v , r , ( r ε ) , λ , P ˆ ; φ ) = lim h 0 [ J 3 ( v ( r ( x , t ) + h φ ( x , t ) ) , r ( x , t ) + h φ ( x , t ) , r ( ε x , t ) + h φ ( x , t ) , λ , P ˆ ) J 3 ( v ( r ( x , t ) ) , r ( x , t ) , r ( ε x , t ) , λ , P ˆ ) ] h ,

so that the extremal equation

δ ˆ r J 3 ( v , r , ( r ε ) , λ , P ˆ ; φ ) = 0 , φ C c ( Ω × [ 0 , T ] ; R 3 )

stands for

J 3 ( v ( r ( x , t ) , t ) , r , ( r ε ) , λ , P ˆ ) v v r + [ A i j k l v k , l j ] + λ t P ˆ t ρ g = 0 ,

i.e.,

[ A i j k l v k , l j ] + λ t P ˆ t ρ g = 0

in Ω × [ 0 , T ] .

Remark 4.1

We highlight that the solution of this last equation is computable thorough the Newton’s method, for example, considering in each iteration a standard quadratic approximation of J 3 in φ through a Taylor series.

Moreover, the variation of J 3 in v stands for

J 3 ( v ( r ( x , t ) , t ) , r , ( r ε ) , λ , P ˆ ) v = 0

so that

ρ v + λ + ε [ A i j k l X i , y j y l ( ε x , t ) ] = 0 ,

where y = ε x .

The variation of J 3 in λ stands for

v r ( x , t ) t = 0 .

Finally, the variation of J 3 in P ˆ stands for

2 X j ( x , t ) x j t = 0 , in Ω × [ 0 , T ] .

Denoting v j = X j ( x , t ) t , this last equation stands for

v j x j = 0 , in Ω × [ 0 , T ] .

In summary, for the first two previous equations, we obtain

ρ v ( r ( x , t ) , t ) + λ = O ( ε )

and

[ A i j k l v k , l j ] + λ t P ˆ t ρ g = 0

so that

[ A i j k l v k , l j ] + d ( ρ v ( r ( x , t ) , t ) ) d t + P ˆ t + ρ g = O ( ε ) ,

i.e.,

[ A i j k l v k , l j ] + ( ρ v ) t + ( ρ v ) X j X j ( x , t ) t + P ˆ t + ρ g = O ( ε ) ,

so that denoting the pressure field by

P = P ˆ t ,

we obtain

[ A i j k l v k , l j ] + ( ρ v ) t + ( ρ v ) X j v j + P + ρ g = O ( ε ) .

Letting ε 0 , specifically in terms of coordinates, such a last incompressible Navier–Stokes system stands for

[ A k j r l v r , j l ] + ( ρ v k ) t + ( ρ v k ) X j v j + P x k + ρ g k = 0 , in Ω × [ 0 , T ] ,

k { 1 , 2 , 3 } , and

v j x j = 0 ,

in Ω × [ 0 , T ] .

Remark 4.2

Here, we recall that generically for a scalar smooth function φ = φ ( r ( x , t ) , t ) , we have

φ x j = φ X k X k x j .

Thus, the equation

[ A k j r l v r , l j ] + ( ρ v k ) t + ( ρ v k ) X j v j + P x k + ρ g k = 0

stands for

[ A k j r l v r , l j ] + ( ρ v k ) t + C j l ( ρ v k ) x l v j + P x k + ρ g k = 0 ,

where

{ C k j } = X k x j 1 .

With the Eulerian identification

X k ( x , t ) x k ,

we obtain

{ C k j } I d ,

where I d denotes the identity matrix, so that we obtain the final format for such an Navier–Stokes system:

2 ( A k j r l v r ) x l x j + ( ρ v k ) t + ( ρ v k ) x j v j + P x k + ρ g k = 0 , in Ω × [ 0 , T ] ,

k { 1 , 2 , 3 } , and

v j x j = 0 , in Ω × [ 0 , T ] .

Finally, similarly as in the previous sections, we may obtain the following variational formulation for the compressible Navier–Stokes system for an approximately constant scalar field of temperature:

(8) J 8 ( v , r , ( r ε ) , λ , P ˆ , ρ ) = 1 2 0 T Ω A i j k l v k , l ( r ( x , t ) , t ) X i , j ( ε x , t ) d x d t × 1 2 0 T Ω ρ v ( r ( x , t ) , t ) v ( r ( x , t ) , t ) d x d t + λ , v ( r ( x , t ) , t ) r ( x , t ) t L 2 P ˆ , d ρ t + ρ x j X j ( x , t ) t L 2 0 T Ω ρ g r ( x , t ) d x d t ,

obtaining also the following corresponding Navier–Stokes system:

2 ( A k j r l v r ) x l x j + ( ρ v k ) t + ( ρ v k ) x j v j + P x k + ρ g k = 0 , in Ω × [ 0 , T ] ,

k { 1 , 2 , 3 } ,

D ρ D t + ρ v j x j = 0 , in Ω × [ 0 , T ] ,

and

1 2 v v + P ρ + g z = c , in Ω × [ 0 , T ] ,

where c = c 1 g .

We highlight that the specific viscosity tensor { A i j k l } depends on the fluid physical nature.

The objective of this section is complete.

5 Duality principle for a related model in superconductivity

This section develops a duality principle applicable to a large class of models in the calculus of variations. We present applications to a Ginzburg–Landau-type equation through a D.C. approach.

A similar result may be found in the preprint [16].

It is worth mentioning that the results on duality theory here addressed and developed are inspired mainly in the approaches of Telega et al. presented in the articles [1720]. Other main reference is the D.C. approach found in the article by Toland [21].

Moreover, details on the Sobolev spaces involved may be found in the study by Adams and Fournier [15], and basic theoretical results in superconductivity may be found in previous studies [22,23].

Similar results and models are addressed in previous studies [9,11,13,14,2426].

Basic results on convex analysis are addressed in previous studies [27,28]. Finally, other related results may be found in previous studies [29,30].

Now we start to describe the primal variational formulation for the Ginzburg–Landau model in superconductivity in question.

Let Ω R 3 be an open, bounded, and connected set with a regular (Lipschitzian) boundary by Ω .

Define the Ginzburg–Landau-type functional J : V R , by

(9) J ( u ) = γ 2 Ω u u d x + α 2 Ω ( u 2 β ) 2 d x u , f L 2 ,

where

V = W 0 1,2 ( Ω ) ,

γ > 0 , α > 0 , β > 0 , and f L 2 ( Ω ) . We also denote

Y = Y * = L 2 ( Ω )

and

Y 1 = Y 1 * = L 2 ( Ω ; R 3 ) .

6 Main duality principle and related dual variational formulation

In this section, we develop in detail the main duality principle and respective convex dual variational formulation for the model in question. We highlight that some similar results have been obtained in the preprint [31].

Define the functionals F 1 : Y 1 R , F 2 : V × Y * R and F 3 : V R by

(10) F 1 ( u ) = γ 2 Ω u u d x ,

(11) F 2 ( u , v 0 * ) = u 2 , v 0 * L 2 u , f L 2 + K 2 Ω u 2 d x 1 2 α Ω ( v 0 * ) 2 d x β Ω v 0 * d x

and

F 3 ( u ) = K 2 Ω u 2 d x ,

where K > 0 is a real constant to be specified.

Also, we define the polar functionals F 1 * : Y 1 * R , F 2 * : Y 1 * × [ Y * ] 2 R , and F 3 * : Y * R , by

(12) F 1 * ( v 1 * ) = sup w Y { w , v 1 * L 2 F 1 ( w ) } = 1 2 γ Ω v 1 * 2 d x ,

(13) F 2 * ( v 1 * , v 0 * , z * ) = sup u V { u , v 1 * L 2 + u , + z * L 2 F 2 ( u , v 0 * ) } = 1 2 Ω ( div v 1 * + z * + f ) 2 ( 2 v 0 * + K ) d x + 1 2 α Ω ( v 0 * ) 2 d x + β Ω v 0 * d x ,

if v 0 * K 4 , and

(14) F 3 * ( z * ) = sup w Y { w , z * L 2 F 3 ( w ) } = 1 2 K Ω ( z * ) 2 d x .

For K 3 = 3 , define now,

A + = { u V : u f 0 , in Ω } , V 1 = { u A + : u K 3 } , B * = { v 0 * Y * : v 0 * K 4 } , D * = { v 1 * Y 1 * : div v 1 * f + K K 3 2 } ,

and

E * = { z * Y * : z * K K 3 and z * f 0 , in Ω } .

Define also, J * : D * × B * × E * R by

J * ( v 1 * , v 0 * , z * ) = F 1 * ( v 1 * ) F 2 * ( v 1 * , v 0 * , z * ) + F 3 * ( z * ) .

Let ( v ˆ 1 * , v ˆ 0 * , z ˆ * ) D * × B * × E * be such that

δ J * ( v ˆ 1 * , v ˆ 0 * , z ˆ * ) = 0 .

From the variation of J * in v 1 * , we obtain

div v ˆ 1 * + z ˆ * + f 2 v ˆ 0 * + K v ˆ 1 * γ = 0 .

Let u 0 V 1 be such that

u 0 = div v ˆ 1 * + z ˆ * + f 2 v ˆ 0 * + K .

Hence,

v ˆ 1 * = γ u 0 .

From the variation of J * in z * , we obtain

v ˆ 1 * + z ˆ * + f ( 2 v ˆ 0 * + K ) + z ˆ * K = 0 ,

so that

u 0 + z ˆ * K = 0 ,

i.e.,

z ˆ * = K u 0 .

From such results, we may infer that

( 2 v ˆ 0 * + K ) u 0 = div v ˆ 1 * + z ˆ * + f = γ 2 u 0 + K u 0 + f .

Consequently, we obtain

γ 2 u 0 + 2 v ˆ 0 * u 0 f = 0 .

Moreover, from the variation of J * in v 0 * , we obtain

v ˆ 0 * α + div v ˆ 1 * + z ˆ * + f 2 v ˆ 0 * + K 2 β = 0 ,

so that

v ˆ 0 * = α ( u 0 2 β ) .

Combining the pieces, we obtain

γ 2 u 0 + 2 α ( u 0 2 β ) u 0 f = 0 , in Ω ,

so that

δ J ( u 0 ) = 0 .

Let α 1 R be such that

α 1 = inf u V 1 J ( u ) .

Observe that

(15) α 1 J ( u ) = F 1 ( u ) + α 2 Ω ( u 2 β ) 2 d x u , f L 2 + F 3 ( u ) u , z * L 2 + u , z * L 2 F 3 ( u ) F 1 ( u ) + α 2 Ω ( u 2 β ) 2 d x u , f L 2 + F 3 ( u ) u , z * L 2 + sup w Y { w , z * L 2 F 3 ( w ) } = F 1 ( u ) + α 2 Ω ( u 2 β ) 2 d x u , f L 2 + F 3 ( u ) u , z * L 2 + F 3 * ( z * ) ,

u V 1 , z * E * .

Define now F 5 : V R , by

F 5 ( u ) = F 1 ( u ) + α 2 Ω ( u 2 β ) 2 d x u , f L 2 + F 3 ( u ) .

Define also the polar functional F 5 * : Y * R by

F 5 * ( z * ) = sup u V 1 { u , z * L 2 F 5 ( u ) } ,

so that from this and the previous results,

(16) α 1 J ( u ) = inf u V 1 { F 5 ( u ) u , z * L 2 } + F 3 * ( z * ) = F 5 * ( z * ) + F 3 * ( z * ) ,

u V 1 , z * E * .

Here, we assume K > 0 is such that

K max { K 3 , α , β , γ , 1 α , 1 γ } ,

Observe that

F 5 * ( z * ) = inf u V 1 { u , z * L 2 + F 5 ( u ) } .

Define

H ( u , z * ) = u , z * L 2 + F 5 ( u ) .

Hence,

(17) H ( u , z * ) = F 1 ( u ) u , v 1 * L 2 u 2 β , v 0 * L 2 + α 2 Ω ( u 2 β ) 2 d x + u , v 1 * L 2 + u 2 β , v 0 * L 2 + K 2 Ω u 2 d x u , f L 2 u , z * L 2 . inf w Y { w , v 1 * L 2 + F 1 ( w ) } + inf w 1 Y w 1 , v 0 * L 2 + α 2 Ω w 1 2 d x + inf u V { u , div v 1 * L 2 + u 2 β , v 0 * L 2 + K 2 Ω u 2 d x u , f L 2 u , z * L 2 . = F 1 * ( v 1 * ) F 2 * ( v 1 * , v 0 * , z * ) ,

v 1 * D * , v 0 * B * .

In summary, we obtain

F 5 * ( z * ) = inf u V H ( u , z * ) sup ( v 1 * , v 0 * ) D * × B * { F 1 * ( v 1 * ) F 2 * ( v 1 * , v 0 * , z * ) } .

For the appropriate choice of constant K > 0 previously specified, from the general results on convex analysis, we have

F 5 * ( z * ) = sup ( v 1 * , v 0 * ) D * × B * { F 1 * ( v 1 * ) F 2 * ( v 1 * , v 0 * , z * ) } .

Moreover, also from the previous results, we obtain

(18) α 1 = inf u V 1 J ( u ) inf z * E * { F 5 * ( z * ) + F 3 * ( z * ) } .

From the general results in Toland [21], we may infer that

(19) α 1 = inf u V 1 J ( u ) = inf z * E * { F 5 * ( z * ) + F 3 * ( z * ) } ,

so that

(20) α 1 = inf u V 1 J ( u ) = inf z * E * { F 5 * ( z * ) + F 3 * ( z * ) } = inf z * E * { sup ( v 1 * , v 0 * ) B * × D * { J * ( v 1 * , v 0 * , z * ) } } . sup ( v 1 * , v 0 * ) B * × D * { inf z * E * { J * ( v 1 * , v 0 * , z * ) } } .

Observe that J * is quadratic in z * .

Suppose

2 J * ( v ˆ 1 * , v ˆ 0 * , z * ) ( z * ) 2 > 0 .

Under such assumptions, we have

J * ( v ˆ 1 * , v ˆ 0 * , z ˆ * ) = inf z * E * J * ( v ˆ 1 * , v ˆ 0 * , z * ) .

Remark 6.1

Observe that the condition

2 J * ( v ˆ 1 * , v ˆ 0 * , z * ) ( z * ) 2 > 0

clearly is equivalent

1 v ˆ 0 * + K + 1 K > 0 ,

which is equivalent to

v ˆ 0 * > 0 , in Ω .

Such a condition is completely equivalent to the positive definiteness of the membrane tensor for the problem addressed by Telega and Bielski [17, 18], obtained initially in 1985. Indeed, such a condition

v ˆ 0 * > 0 , in Ω ,

here for a simpler case, is exactly the same as those obtained in 1985.

In such a sense, our work just complements such original results of Telega et al. [17], Telega and Bielski in [18].

The novelty here is that, for an appropriate sufficiently large of K > 0 , we have obtained a dual formulation expressed as a difference between two convex functionals, the so-called D.C. approach, which lead us to develop a very robust and efficient algorithm to compute a concerning critical point for the model in question.

We also highlight such a condition

v ˆ 0 * > 0 , in Ω ,

is not satisfied with the specified essential boundary conditions

u = 0 ,

on Ω .

However, this condition may be satisfied for a more general case with natural conditions

u n = 0 ,

on Ω .

Moreover, from an evident convexity of J * in ( v 1 * , v 0 * ) , we obtain

J * ( v ˆ 1 * , v ˆ 0 * , z ˆ * ) = sup ( v 1 * , v 0 * ) D * × B * J * ( v 1 * , v 0 * , z ˆ * ) .

Consequently, from such results and a standard Saddle point theorem, we may infer that

(21) J * ( v ˆ 1 * , v ˆ 0 * , z ˆ * ) = inf z * E * { sup ( v 1 * , v 0 * ) D * × B * J * ( v 1 * , v 0 * , z * ) } = sup ( v 1 * , v 0 * ) D * × B * { inf z * E * J * ( v 1 * , v 0 * , z * ) } .

Moreover, from the Legendre transform properties, we may obtain

J * ( v ˆ 1 * , v ˆ 0 * , z ˆ * ) = J ( u 0 ) .

Combining the pieces, we obtain

(22) J ( u 0 ) = inf u V 1 J ( u ) = J * ( v ˆ 1 * , v ˆ 0 * , z ˆ * ) = inf z * E * { sup ( v 1 * , v 0 * ) D * × B * J * ( v 1 * , v 0 * , z * ) } = sup ( v 1 * , v 0 * ) D * × B * { inf z * E * J * ( v 1 * , v 0 * , z * ) } .

The objective of this section is complete.

6.1 Numerical example

We have obtained a critical point for J * through the following algorithm (with some slight differences):

  1. Set n = 1 , δ = 1 0 4 , K = 20 , and ( z * ) n 0.8 .

  2. Calculate ( ( v 1 * ) n , ( v 0 * ) n ) D * × B * such that

    J * ( ( v 1 * ) n , ( v 0 * ) n , ( z * ) n ) v 1 * = 0

    and

    J * ( ( v 1 * ) n , ( v 0 * ) n , ( z * ) n ) v 0 * = 0 .

  3. Set

    u n = div ( v 1 * ) n + ( z * ) n + f 2 ( v 0 * ) n + K

    and

    ( z * ) n + 1 = K u n .

  4. If ( z * ) n + 1 ( z * ) n K δ or n > 100 , then stop. Otherwise, n n + 1 and go item 2.

We have obtained a critical point ( v ˆ 1 * , v ˆ 0 * , z ˆ * ) D * × B * × E * for J * , for an one-dimensional case, with the following values:

γ = 0.1 , α = β = 1 , f 1 , on Ω = [ 0,1 ] and K = 20 .

For the corresponding solution

u 0 = div v ˆ 1 * + z ˆ * + f 2 v ˆ 0 * + K ,

please see Figure 1.

Figure 1 
                  Graph of function 
                        
                           
                           
                              
                                 
                                    u
                                 
                                 
                                    0
                                 
                              
                              
                                 (
                                 
                                    x
                                 
                                 )
                              
                           
                           {u}_{0}\left(x)
                        
                      on the interval 
                        
                           
                           
                              
                                 [
                                 
                                    0,1
                                 
                                 ]
                              
                           
                           \left[\mathrm{0,1}]
                        
                     .
Figure 1

Graph of function u 0 ( x ) on the interval [ 0,1 ] .

Here, we present the software through which we have obtained such numerical results.

******************************

  1. clear all

  2. global m8 d yo vo A1 B A u z K

  3. m8=100;

  4. d=1/m8;

  5. K=20;

  6. A=1;

  7. B=1;

  8. A1=0.1;

  9. yo(:,1)=ones(m8,1);

  10. z(:,1)=0.8*ones(m8,1);

  11. xo=0.95*ones(2*m8,1);

  12. x1=xo;

  13. b14=1;

  14. k1=1;

  15. while ( b 14 > 1 0 4 ) && ( k 1 < 100 )

  1.  k1

  2.  k1=k1+1;

  3.  b12=1;

  4.  k=1;

  5.  while ( b 12 > 1 0 4 ) && ( k < 50 )

  6.  k

  7.  k=k+1;

  8.  X=fminunc(’funOct202492’,xo);

  9.  b12=max(abs(X-xo))

  10.  xo=X;

  11.  u(m8/2,1)

  12.  end;

  13.  b14=max(abs(x1-xo))

  14.  z=K*u;

  15.  x1=xo;

  16.  u5(k1,1)=u(m8/2,1);

  17.  end;

  18.  for i=1:m8

  19.  x3(i,1)=i*d;

  20.  end;

  21.  plot(x3,u)

****************************

With the auxiliary function “funOct202492”

************************

  1. function S=funOct202492(x)

  2. global m8 d yo vo A1 u A B K z

  3. Id=eye(m8);

  4. for i=1:m8

  5. v1(i,1)=x(i,1);

  6. vo(i,1)=x(i+m8,1);

  7. end;

  8. for i=1:m8-1

  9. dv1(i,1)=(v1(i+1,1)-v1(i,1))/d;

  10. end;

  11. S=0;

  12. for i=1:m8-1

  13. S = S + v 1 ( i , 1 ) 2 2 A 1 + ( d v 1 ( i , 1 ) + y o ( i , 1 ) + z ( i , 1 ) ) 2 / ( 2 * v o ( i , 1 ) + K ) 2 + v o ( i , 1 ) 2 / A 2 + B * v o ( i , 1 ) ;

  14. S = S + z ( i , 1 ) 2 2 K ;

  15. end;

  16. for i=1:m8-1

  17. u(i,1)=(dv1(i,1)+yo(i,1)+z(i,1))/(2*vo(i,1)+K);

  18. end;

  19. u(m8,1)=0;

***********************************************

6.2 Duality principle for an exactly penalized primal variational formulation

In this section, we develop in detail the main duality principle and respective dual variational formulation for an exactly penalized primal formulation.

Define the functionals F 1 : Y 1 R , F 2 : V × Y * R , F 3 : V × Y * R , and F 4 : V R by

(23) F 1 ( u ) = γ 2 Ω u u d x ,

(24) F 2 ( u , v 0 * ) = u 2 , v 0 * L 2 u , f L 2 + K 2 Ω u 2 d x + K 1 2 Ω u 2 d x 1 2 α Ω ( v 0 * ) 2 d x β Ω v 0 * d x

F 3 ( u , v 0 * ) = 1 4 α K 3 2 Ω ( γ 2 u + 2 v 0 * u f ) 2 d x K 1 2 Ω u 2 d x ,

and

F 4 ( u ) = K 2 Ω u 2 d x ,

where K , K 1 > 0 are the real constants to be specified.

Also, we define the polar functionals F 1 * : Y 1 * R , F 2 * : Y 1 * × [ Y * ] 3 R , F 3 * : [ Y * ] 2 R , and F 4 * : Y * R by

(25) F 1 * ( v 1 * ) = sup w Y { w , v 1 * L 2 F 1 ( w ) } = 1 2 γ Ω v 1 * 2 d x ,

(26) F 2 * ( v 1 * , v 2 * , v 0 * , z * ) = sup u V { u , v 1 * L 2 + u , v 2 * + z * L 2 F 2 ( u , v 0 * ) } = 1 2 Ω ( div v 1 * v 2 * + z * + f ) 2 ( 2 v 0 * + K + K 1 ) d x + 1 2 α Ω ( v 0 * ) 2 d x + β Ω v 0 * d x ,

if 2 v 0 * K 4 ,

(27) F 3 * ( v 2 * ) = sup u Y { u , v 2 * L 2 F 3 ( u , v 0 * ) }

and

(28) F 4 * ( z * ) = sup w Y { w , z * L 2 F 3 ( w ) } = 1 2 K Ω ( z * ) 2 d x .

Here, we specify again K 3 = 3 and

A + = { u V : u f 0 , in Ω } , V 1 = { u A + : u K 3 } , B * = { v 0 * Y * : v 0 * K 4 } , D 1 * = { v 1 * Y 1 * : div v 1 * f + K K 3 2 } , D 2 * = { v 2 * Y * : v 2 * ( 5 4 ) K 1 } ,

and

E * = { z * Y * : z * K K 3 and z * f 0 , in Ω } .

We assume K > 0 is such that

K max { K 1 , K 3 , α , β , γ , 1 α , 1 γ } ,

and K 1 > 0 is such that

2 F 3 ( u , v 0 * ) u 2 0 , v 0 * B * .

Define also, J 1 * : D 1 * × D 2 * × B * × E * R by

J 1 * ( v 1 * , v 2 * , v 0 * , z * ) = F 1 * ( v 1 * ) F 2 * ( v 1 * , v 2 * , v 0 * , z * ) F 3 * ( v 2 * ) + F 4 * ( z * ) .

Let ( v ˆ 1 * , v ˆ 2 * , v ˆ 0 * , z ˆ * ) D 1 * × D 2 * × B * × E * be such that

δ J 1 * ( v ˆ 1 * , v ˆ 2 * , v ˆ 0 * , z ˆ * ) = 0 .

From the variation of J 1 * in v 1 * , we obtain

div v ˆ 1 * v ˆ 2 * + z ˆ * + f 2 v ˆ 0 * + K + K 1 v ˆ 1 * γ = 0 .

Let u 0 V 1 be such that

u 0 = div v ˆ 1 * v ˆ 2 * + z ˆ * + f 2 v ˆ 0 * + K + K 1 .

Hence,

v ˆ 1 * = γ u 0 .

From the variation of J 1 * in z * , we obtain

div v ˆ 1 * v ˆ 2 * + z ˆ * + f ( 2 v ˆ 0 * + K + K 1 ) + z ˆ * K = 0 ,

so that

u 0 + z ˆ * K = 0 ,

i.e.,

z ˆ * = K u 0 .

From the variation of J 1 * in v 2 * , similarly as in the previous sections, we obtain

div v ˆ 1 * v ˆ 2 * + z ˆ * + f ( 2 v ˆ 0 * + K + K 1 ) u ˆ = 0 ,

where defining

H 3 ( u , v ˆ 2 * , v ˆ 0 * ) = u , v ˆ 2 * L 2 F 3 ( u , v ˆ 0 * ) ,

we have that u ˆ is such that

H 3 ( u ˆ , v ˆ 2 * , v ˆ 0 * ) u = 0 ,

i.e., denoting A 5 = γ 2 u 0 + 2 v 0 * u 0 f , we have

(29) v ˆ 2 * = 1 2 α K 3 2 ( γ 2 + 2 v ˆ 0 * ) ( γ 2 u ˆ + 2 v 0 * u ˆ f ) K 1 u ˆ = 1 2 α K 3 2 ( γ 2 + 2 v ˆ 0 * ) A 5 K 1 u 0 .

From such results, we may infer that

( 2 v ˆ 0 * + K + K 1 ) u 0 = div v ˆ 1 * v ˆ 2 * + z ˆ * + f = γ 2 u 0 1 2 α K 3 2 ( γ 2 + 2 v ˆ 0 * ) A 5 + K 1 u 0 + K u 0 + f .

Consequently, we obtain

γ 2 u 0 + 2 v ˆ 0 * u 0 f + 1 2 α K 3 2 ( γ 2 + 2 v ˆ 0 * ) A 5 = 0 ,

so that

A 5 + 1 2 α K 3 2 ( γ 2 + 2 v ˆ 0 * ) A 5 = 0 .

Hence, from this and the essential boundary conditions:

A 5 = 0 , on Ω ,

we obtain

A 5 = 0 ,

so that

γ 2 u 0 + 2 v ˆ 0 * u 0 f = 0 .

Moreover, with a similar reason, from the variation of J 1 * in v 0 * , we obtain

v ˆ 0 * α + div v ˆ 1 * + z ˆ * + f 2 v ˆ 0 * + K + K 1 2 β = 0 ,

so that

v ˆ 0 * = α ( u 0 2 β ) .

Combining the pieces, we obtain

γ 2 u 0 + 2 α ( u 0 2 β ) u 0 f = 0 , in Ω ,

so that

δ J ( u 0 ) = 0 .

Moreover, from the Legendre transform properties, we may obtain

J 1 * ( v ˆ 1 * , v ˆ 2 * , v ˆ 0 * , z ˆ * ) = J ( u 0 ) .

Observe that J 1 * is quadratic in z * .

Suppose

2 J 1 * ( v ˆ 1 * , v ˆ 2 * , v ˆ 0 * , z * ) ( z * ) 2 > 0 .

Hence, under such assumptions, we have

J 1 * ( v ˆ 1 * , v ˆ 2 * , v ˆ 0 * , z ˆ * ) = inf z * E * J 1 * ( v ˆ 1 * , v ˆ 2 * , v ˆ 0 * , z * ) .

Moreover, from an evident concavity of J 1 * in ( v 1 * , v 2 * , v 0 * ) on D 1 * × D 2 * × B * , we have

J 1 * ( v ˆ 1 * , v ˆ 2 * , v ˆ 0 * , z ˆ * ) = sup ( v 1 * , v 0 * , v 2 * ) D 1 * × D 2 * × B * J 1 * ( v 1 * , v 2 * , v 0 * , z ˆ * ) .

From such results and a standard Saddle point theorem, we may infer that

(30) J 1 * ( v ˆ 1 * , v ˆ 2 * , v ˆ 0 * , z ˆ * ) = inf z * E * { sup ( v 1 * , v 2 * , v 0 * ) D 1 * × D 2 * × B * J 1 * ( v 1 * , v 2 * , v 0 * , z * ) } = sup ( v 1 * , v 2 * , v 0 * ) D 1 * × D 2 * × B * { inf z * E * J 1 * ( v 1 * , v 2 * , v 0 * , z * ) } .

Therefore,

(31) J ( u 0 ) = J 1 * ( v ˆ 1 * , v ˆ 2 * , v ˆ 0 * , z ˆ * ) J 1 * ( v ˆ 1 * , v ˆ 2 * , v ˆ 0 * , z * ) F 1 ( u ) + F 2 ( u , v ˆ 0 * ) + F 3 ( u , v ˆ 0 * ) u , z * L 2 + F 4 * ( z * ) ,

u V 1 , z * E * .

In particular, for z * = K u , we obtain

(32) J ( u 0 ) = J 1 * ( v ˆ 1 * , v ˆ 2 * , v ˆ 0 * , z ˆ * ) F 1 ( u ) + F 2 ( u , v ˆ 0 * ) + F 3 ( u , v ˆ 0 * ) F 4 ( u ) = γ 2 Ω u u d x + u 2 , v ˆ 0 * L 2 u , f L 2 1 2 α Ω ( v ˆ 0 * ) 2 d x β Ω v ˆ 0 * d x + 1 4 α K 3 2 Ω ( γ 2 u + 2 v ˆ 0 * u f ) 2 d x γ 2 Ω u u d x u , f L 2 + sup v 0 * Y * u 2 , v 0 * L 2 1 2 α Ω ( v 0 * ) 2 d x β Ω v 0 * d x + 1 4 α K 3 2 Ω ( γ 2 u + 2 v ˆ 0 * u f ) 2 d x = γ 2 Ω u u d x u , f L 2 + α 2 Ω ( u 2 β ) 2 d x + 1 4 α K 3 2 Ω ( γ 2 u + 2 v ˆ 0 * u f ) 2 d x = J ( u ) + 1 4 α K 3 2 Ω ( γ 2 u + 2 v ˆ 0 * u f ) 2 d x ,

u V 1 .

Combining the pieces, we obtain

(33) J ( u 0 ) = J ( u 0 ) + 1 4 α K 3 2 Ω ( γ 2 u 0 + 2 v ˆ 0 * u 0 f ) 2 d x = inf u V 1 J ( u ) + 1 4 α K 3 2 Ω ( γ 2 u + 2 v ˆ 0 * u f ) 2 d x = J * ( v ˆ 1 * , v ˆ 2 * , v ˆ 0 * , z ˆ * ) = inf z * E * { sup ( v 1 * , v 2 * , v 0 * ) D 1 * × D 2 * × B * J * ( v 1 * , v 2 * , v 0 * , z * ) } = sup ( v 1 * , v 2 * , v 0 * ) D 1 * × D 2 * × B * { inf z * E * J * ( v 1 * , v 2 * , v 0 * , z * ) } .

The objective of this section is complete.

7 Conclusion

In this article, we have developed variational formulations for both the incompressible and compressible Euler systems in fluid mechanics. We emphasize again both the variational formulations comprise the fluid kinetics energy as their main part, subject to a mass conservation equation as a constraint. Moreover, the Lagrange multiplier corresponding to such a constraint is related to the fluid pressure field.

It is also worth mentioning that for the compressible case, we have obtained both the Euler and Bernoulli equations in a single system as necessary conditions for a stationary point for the functional in question.

Finally, in the last sections, we have developed duality principles applied to a Ginzburg–Landau-type equation.

We highlight that the final variational formulation for such a mentioned duality principle is suitable for a primal one, which is originally non-convex.

  1. Funding information: The authors state no funding involved.

  2. Author contributions: All authors have accepted responsibility for the entire content of this manuscript and approved its submission.

  3. Conflict of interest: The authors state no conflict of interest.

  4. Data availability statement: The datasets generated during and/or analyzed during the current study are available from the corresponding author on reasonable request.

References

[1] Constantin P, Foias C. Navier–Stokes equation, Chicago: University of Chicago Press; 1989. 10.7208/chicago/9780226764320.001.0001Search in Google Scholar

[2] De Lellis C, Brué E, Albritton D, Colombo M, Giri V, Janisch M, Kwon H. Instability and Non-uniqueness for the 2D Euler Equations, after M. Vishik (AMS-219) Volume 219 in the series Annals of Mathematics Studies, New Jersey: Princeton University Press; 2024. 10.1515/9780691257846. Search in Google Scholar

[3] Hamouda M, Han D, Jung C-Y, Temam R. Boundary layers for the 3D primitive equations in a cube: the zero-mode. J Appl Anal Comput. 2018;8(3):873–89. 10.11948/2018.873. Search in Google Scholar

[4] Giorgini A, Miranville A, Temam R. Uniqueness and regularity for the Navier–Stokes-Cahn-Hilliard system, SIAM J Math Anal (SIMA). 2019;51(3):2535–74. 10.1137/18M1223459. Search in Google Scholar

[5] Foias C, Rosa RM, Temam R. Properties of stationary statistical solutions of the three-dimensional Navier–Stokes equations, J Dyn Differ Equ 2019;31(3):1689–741. 10.1007/s10884-018-9719-2. Special issue in memory of George Sell. Search in Google Scholar

[6] Temam R. Navier–Stokes equations. AMS Chelsea, reprint (2001). 10.1090/chel/343Search in Google Scholar

[7] Strikwerda J C. Finite difference schemes and partial differential equations. second edition, Philadelphia: SIAM; 2004. 10.1137/1.9780898717938Search in Google Scholar

[8] Botelho FS. Approximate numerical procedures for the Navier–Stokes system through the generalized method of lines. Nonl Eng. 2024;13(1):20220376. 10.1515/nleng-2022-0376. Search in Google Scholar

[9] Botelho F. Existence of solution for the Ginzburg–Landau system, a related optimal control problem and its computation by the generalized method of lines. Appl Math Comput. 2012;218:11976–89. 10.1016/j.amc.2012.05.067Search in Google Scholar

[10] Botelho FS. An approximate proximal numerical procedure concerning the generalized method of lines. Mathematics 2022;10(16):2950. 10.3390/math10162950. Search in Google Scholar

[11] Botelho F. Functional analysis and applied optimization in Banach spaces. Switzerland: Springer; 2014. 10.1007/978-3-319-06074-3Search in Google Scholar

[12] Khan Z, Jawad M, Bonyah E, Khan N, Jan R. Magnetohydrodynamic thin film flow through a porous stretching sheet with the impact of thermal radiation and viscous dissipation. Math Problems Eng. 2022;1086847:10. 10.1155/2022/1086847. Search in Google Scholar

[13] Botelho FS. Functional analysis, calculus of variations and numerical methods in physics and engineering. Boca Raton, Florida: USA CRC Taylor and Francis; 2020. 10.1201/9780429343315Search in Google Scholar

[14] Botelho FS. Advanced calculus and its applications in variational quantum mechanics and relativity theory, Florida: CRC Taylor and Francis; 2021. 10.1201/9781003158912Search in Google Scholar

[15] Adams RA, Fournier JF. Sobolev spaces. 2nd edn. New York: Elsevier; 2003. Search in Google Scholar

[16] Botelho FS. A duality principle and concerned convex dual formulation through a D.C. Approach Applied to a Ginzburg–Landau Type Equation. Authorea. October 29, 2024. 10.22541/au.173023761.12092968/v1. Search in Google Scholar

[17] Bielski WR, Galka A, Telega JJ. The complementary energy principle and duality for geometrically nonlinear elastic shells. I. Simple case of moderate rotations around a tangent to the middle surface. Bullet Polish Acad Sci Tech Sci. 1988;38:7–9. Search in Google Scholar

[18] Bielski WR, Telega JJ. A contribution to contact problems for a class of solids and structures. Arch Mech. 1985;37(4–5):303–20. Search in Google Scholar

[19] Telega JJ. On the complementary energy principle in non-linear elasticity. Part I: Von Karman plates and three dimensional solids, C.R. Acad. Sci. Paris, Serie II, 308, p. 1193–8; Part II: Linear elastic solid and non-convex boundary condition. Minimax approach, ibid. 1989. pp. 1313–7. Search in Google Scholar

[20] Galka A, Telega JJ. Duality and the complementary energy principle for a class of geometrically non-linear structures. Part I. Five parameter shell model; Part II. Anomalous dual variational priciples for compressed elastic beams. Arch Mech. 1995;47:677-98, 699–724. Search in Google Scholar

[21] Toland JF. A duality principle for non-convex optimisation and the calculus of variations. Arch Rat Mech Anal. 1979;71(1):41–61. 10.1007/BF00250669Search in Google Scholar

[22] Annet JF. Superconductivity, superfluids and condensates. 2nd edn. Oxford Master Series in Condensed Matter Physics. Oxford, UK: Oxford University Press; 2010. Reprint. Search in Google Scholar

[23] Landau LD, Lifschits EM. Course of theoretical physics, Vol. 5- statistical physics, part 1. Butterworth-Heinemann: Elsevier; 2008. Reprint. Search in Google Scholar

[24] Botelho FS. On duality principles and related convex dual formulations suitable for local and global non-convex variational optimization. Nonl Eng. 2023;12(1):20220343. 10.1515/nleng-2022-0343. Search in Google Scholar

[25] Botelho FS. Variational convex analysis. Ph.D. thesis. Blacksburg, VA -USA: Virginia Tech; 2009. Search in Google Scholar

[26] Botelho F. Topics on functional analysis, calculus of variations and duality. Sofia: Academic Publications; 2011. Search in Google Scholar

[27] Rockafellar RT, Convex analysis. New Jersey, USA: Princeton University Press; 1970. 10.1515/9781400873173Search in Google Scholar

[28] Ekeland I. Temam R. Convex analysis and variational problems. North Holland: Elsevier; 1976. Search in Google Scholar

[29] Botelho FS. Dual variational formulations for a large class of non-convex models in the calculus of variations. Mathematics 2023;11(1):63. 10.3390/math11010063. 24 Dec 2022. Search in Google Scholar

[30] Attouch H, Buttazzo G, Michaille G. Variational analysis in Sobolev and BV spaces. Philadelphia: MPS-SIAM Series in Optimization; 2006. 10.1137/1.9780898718782Search in Google Scholar

[31] Botelho FS. Duality principles and numerical procedures for a large class of non-convex models in the calculus of variations. Preprints 2023. p. 2023020051. 10.20944/preprints202302.0051.v95. Search in Google Scholar

Received: 2024-07-26
Revised: 2024-11-30
Accepted: 2025-02-09
Published Online: 2025-03-12

© 2025 the author(s), published by De Gruyter

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

Articles in the same Issue

  1. Research Articles
  2. Generalized (ψ,φ)-contraction to investigate Volterra integral inclusions and fractal fractional PDEs in super-metric space with numerical experiments
  3. Solitons in ultrasound imaging: Exploring applications and enhancements via the Westervelt equation
  4. Stochastic improved Simpson for solving nonlinear fractional-order systems using product integration rules
  5. Exploring dynamical features like bifurcation assessment, sensitivity visualization, and solitary wave solutions of the integrable Akbota equation
  6. Research on surface defect detection method and optimization of paper-plastic composite bag based on improved combined segmentation algorithm
  7. Impact the sulphur content in Iraqi crude oil on the mechanical properties and corrosion behaviour of carbon steel in various types of API 5L pipelines and ASTM 106 grade B
  8. Unravelling quiescent optical solitons: An exploration of the complex Ginzburg–Landau equation with nonlinear chromatic dispersion and self-phase modulation
  9. Perturbation-iteration approach for fractional-order logistic differential equations
  10. Variational formulations for the Euler and Navier–Stokes systems in fluid mechanics and related models
  11. Rotor response to unbalanced load and system performance considering variable bearing profile
  12. DeepFowl: Disease prediction from chicken excreta images using deep learning
  13. Channel flow of Ellis fluid due to cilia motion
  14. A case study of fractional-order varicella virus model to nonlinear dynamics strategy for control and prevalence
  15. Multi-point estimation weldment recognition and estimation of pose with data-driven robotics design
  16. Analysis of Hall current and nonuniform heating effects on magneto-convection between vertically aligned plates under the influence of electric and magnetic fields
  17. A comparative study on residual power series method and differential transform method through the time-fractional telegraph equation
  18. Insights from the nonlinear Schrödinger–Hirota equation with chromatic dispersion: Dynamics in fiber–optic communication
  19. Mathematical analysis of Jeffrey ferrofluid on stretching surface with the Darcy–Forchheimer model
  20. Exploring the interaction between lump, stripe and double-stripe, and periodic wave solutions of the Konopelchenko–Dubrovsky–Kaup–Kupershmidt system
  21. Computational investigation of tuberculosis and HIV/AIDS co-infection in fuzzy environment
  22. Signature verification by geometry and image processing
  23. Theoretical and numerical approach for quantifying sensitivity to system parameters of nonlinear systems
  24. Chaotic behaviors, stability, and solitary wave propagations of M-fractional LWE equation in magneto-electro-elastic circular rod
  25. Dynamic analysis and optimization of syphilis spread: Simulations, integrating treatment and public health interventions
  26. Visco-thermoelastic rectangular plate under uniform loading: A study of deflection
  27. Threshold dynamics and optimal control of an epidemiological smoking model
  28. Numerical computational model for an unsteady hybrid nanofluid flow in a porous medium past an MHD rotating sheet
  29. Regression prediction model of fabric brightness based on light and shadow reconstruction of layered images
  30. Dynamics and prevention of gemini virus infection in red chili crops studied with generalized fractional operator: Analysis and modeling
  31. Qualitative analysis on existence and stability of nonlinear fractional dynamic equations on time scales
  32. Fractional-order super-twisting sliding mode active disturbance rejection control for electro-hydraulic position servo systems
  33. Analytical exploration and parametric insights into optical solitons in magneto-optic waveguides: Advances in nonlinear dynamics for applied sciences
  34. Bifurcation dynamics and optical soliton structures in the nonlinear Schrödinger–Bopp–Podolsky system
  35. Review Article
  36. Haar wavelet collocation method for existence and numerical solutions of fourth-order integro-differential equations with bounded coefficients
  37. Special Issue: Nonlinear Analysis and Design of Communication Networks for IoT Applications - Part II
  38. Silicon-based all-optical wavelength converter for on-chip optical interconnection
  39. Research on a path-tracking control system of unmanned rollers based on an optimization algorithm and real-time feedback
  40. Analysis of the sports action recognition model based on the LSTM recurrent neural network
  41. Industrial robot trajectory error compensation based on enhanced transfer convolutional neural networks
  42. Research on IoT network performance prediction model of power grid warehouse based on nonlinear GA-BP neural network
  43. Interactive recommendation of social network communication between cities based on GNN and user preferences
  44. Application of improved P-BEM in time varying channel prediction in 5G high-speed mobile communication system
  45. Construction of a BIM smart building collaborative design model combining the Internet of Things
  46. Optimizing malicious website prediction: An advanced XGBoost-based machine learning model
  47. Economic operation analysis of the power grid combining communication network and distributed optimization algorithm
  48. Sports video temporal action detection technology based on an improved MSST algorithm
  49. Internet of things data security and privacy protection based on improved federated learning
  50. Enterprise power emission reduction technology based on the LSTM–SVM model
  51. Construction of multi-style face models based on artistic image generation algorithms
  52. Research and application of interactive digital twin monitoring system for photovoltaic power station based on global perception
  53. Special Issue: Decision and Control in Nonlinear Systems - Part II
  54. Animation video frame prediction based on ConvGRU fine-grained synthesis flow
  55. Application of GGNN inference propagation model for martial art intensity evaluation
  56. Benefit evaluation of building energy-saving renovation projects based on BWM weighting method
  57. Deep neural network application in real-time economic dispatch and frequency control of microgrids
  58. Real-time force/position control of soft growing robots: A data-driven model predictive approach
  59. Mechanical product design and manufacturing system based on CNN and server optimization algorithm
  60. Application of finite element analysis in the formal analysis of ancient architectural plaque section
  61. Research on territorial spatial planning based on data mining and geographic information visualization
  62. Fault diagnosis of agricultural sprinkler irrigation machinery equipment based on machine vision
  63. Closure technology of large span steel truss arch bridge with temporarily fixed edge supports
  64. Intelligent accounting question-answering robot based on a large language model and knowledge graph
  65. Analysis of manufacturing and retailer blockchain decision based on resource recyclability
  66. Flexible manufacturing workshop mechanical processing and product scheduling algorithm based on MES
  67. Exploration of indoor environment perception and design model based on virtual reality technology
  68. Tennis automatic ball-picking robot based on image object detection and positioning technology
  69. A new CNN deep learning model for computer-intelligent color matching
  70. Design of AR-based general computer technology experiment demonstration platform
  71. Indoor environment monitoring method based on the fusion of audio recognition and video patrol features
  72. Health condition prediction method of the computer numerical control machine tool parts by ensembling digital twins and improved LSTM networks
  73. Establishment of a green degree evaluation model for wall materials based on lifecycle
  74. Quantitative evaluation of college music teaching pronunciation based on nonlinear feature extraction
  75. Multi-index nonlinear robust virtual synchronous generator control method for microgrid inverters
  76. Manufacturing engineering production line scheduling management technology integrating availability constraints and heuristic rules
  77. Analysis of digital intelligent financial audit system based on improved BiLSTM neural network
  78. Attention community discovery model applied to complex network information analysis
  79. A neural collaborative filtering recommendation algorithm based on attention mechanism and contrastive learning
  80. Rehabilitation training method for motor dysfunction based on video stream matching
  81. Research on façade design for cold-region buildings based on artificial neural networks and parametric modeling techniques
  82. Intelligent implementation of muscle strain identification algorithm in Mi health exercise induced waist muscle strain
  83. Optimization design of urban rainwater and flood drainage system based on SWMM
  84. Improved GA for construction progress and cost management in construction projects
  85. Evaluation and prediction of SVM parameters in engineering cost based on random forest hybrid optimization
  86. Museum intelligent warning system based on wireless data module
  87. Optimization design and research of mechatronics based on torque motor control algorithm
  88. Special Issue: Nonlinear Engineering’s significance in Materials Science
  89. Experimental research on the degradation of chemical industrial wastewater by combined hydrodynamic cavitation based on nonlinear dynamic model
  90. Study on low-cycle fatigue life of nickel-based superalloy GH4586 at various temperatures
  91. Some results of solutions to neutral stochastic functional operator-differential equations
  92. Ultrasonic cavitation did not occur in high-pressure CO2 liquid
  93. Research on the performance of a novel type of cemented filler material for coal mine opening and filling
  94. Testing of recycled fine aggregate concrete’s mechanical properties using recycled fine aggregate concrete and research on technology for highway construction
  95. A modified fuzzy TOPSIS approach for the condition assessment of existing bridges
  96. Nonlinear structural and vibration analysis of straddle monorail pantograph under random excitations
  97. Achieving high efficiency and stability in blue OLEDs: Role of wide-gap hosts and emitter interactions
  98. Construction of teaching quality evaluation model of online dance teaching course based on improved PSO-BPNN
  99. Enhanced electrical conductivity and electromagnetic shielding properties of multi-component polymer/graphite nanocomposites prepared by solid-state shear milling
  100. Optimization of thermal characteristics of buried composite phase-change energy storage walls based on nonlinear engineering methods
  101. A higher-performance big data-based movie recommendation system
  102. Nonlinear impact of minimum wage on labor employment in China
  103. Nonlinear comprehensive evaluation method based on information entropy and discrimination optimization
  104. Application of numerical calculation methods in stability analysis of pile foundation under complex foundation conditions
  105. Research on the contribution of shale gas development and utilization in Sichuan Province to carbon peak based on the PSA process
  106. Characteristics of tight oil reservoirs and their impact on seepage flow from a nonlinear engineering perspective
  107. Nonlinear deformation decomposition and mode identification of plane structures via orthogonal theory
  108. Numerical simulation of damage mechanism in rock with cracks impacted by self-excited pulsed jet based on SPH-FEM coupling method: The perspective of nonlinear engineering and materials science
  109. Cross-scale modeling and collaborative optimization of ethanol-catalyzed coupling to produce C4 olefins: Nonlinear modeling and collaborative optimization strategies
  110. Unequal width T-node stress concentration factor analysis of stiffened rectangular steel pipe concrete
  111. Special Issue: Advances in Nonlinear Dynamics and Control
  112. Development of a cognitive blood glucose–insulin control strategy design for a nonlinear diabetic patient model
  113. Big data-based optimized model of building design in the context of rural revitalization
  114. Multi-UAV assisted air-to-ground data collection for ground sensors with unknown positions
  115. Design of urban and rural elderly care public areas integrating person-environment fit theory
  116. Application of lossless signal transmission technology in piano timbre recognition
  117. Application of improved GA in optimizing rural tourism routes
  118. Architectural animation generation system based on AL-GAN algorithm
  119. Advanced sentiment analysis in online shopping: Implementing LSTM models analyzing E-commerce user sentiments
  120. Intelligent recommendation algorithm for piano tracks based on the CNN model
  121. Visualization of large-scale user association feature data based on a nonlinear dimensionality reduction method
  122. Low-carbon economic optimization of microgrid clusters based on an energy interaction operation strategy
  123. Optimization effect of video data extraction and search based on Faster-RCNN hybrid model on intelligent information systems
  124. Construction of image segmentation system combining TC and swarm intelligence algorithm
  125. Particle swarm optimization and fuzzy C-means clustering algorithm for the adhesive layer defect detection
  126. Optimization of student learning status by instructional intervention decision-making techniques incorporating reinforcement learning
  127. Fuzzy model-based stabilization control and state estimation of nonlinear systems
  128. Optimization of distribution network scheduling based on BA and photovoltaic uncertainty
  129. Tai Chi movement segmentation and recognition on the grounds of multi-sensor data fusion and the DBSCAN algorithm
  130. Special Issue: Dynamic Engineering and Control Methods for the Nonlinear Systems - Part III
  131. Generalized numerical RKM method for solving sixth-order fractional partial differential equations
Downloaded on 14.11.2025 from https://www.degruyterbrill.com/document/doi/10.1515/nleng-2025-0097/html
Scroll to top button