DOI: 10.1515/auom-2015-0033 An. Şt. Univ. Ovidius Constanţa Vol. 23(2),2015, 161–171 Ingarden mechanical systems with special external forces Otilia Lungu and Valer Nimineţ Abstract In the present paper we study a remarcable particular case of Finslerian mechanical system, called Ingarden mechanical system. This is P defined by a 4-uple IF n = M, F 2 , N, Fe where M is the configuration space, F n = (M, F (x, y)) = (M, α (x, y) + β (x, y)) is an Ingarden ∂ space, N is the Lorentz nonlinear connection and Fe = aijk (x) y j y k ∂y i are the external forces. P One associates to this system IF n a semispray S, or a dinamical system on the velocity space TM. We write P the generalized Maxwell equations for the electromagnetic fields of IF n . 1 Introduction The general theory of Finslerian mechanical systems was realized by R. Miron [9 ], [10] and proceeds from the Finsler geometry. It started with Finsler’s dissertation in 1918 and its study has been developed by geometers and physicists as: E.Cartan, H.Rund, L.Berwald, S.S.Chern, M.Matsumoto, R.Miron, H.Shimada, G.S.Asanov, etc. In this paper we introduce and investigate some geometric aspects of a special kind of Finslerian P mechanical systems. We define a 4-uple IF n = M, F 2 , N, Fe where M is the configuration space, F = α + β is a Randers metric F 2 is the kinetic energy of the space, N Key Words: Mechanical system, Ingarden space, Lorentz connection, Euler-Lagrange equations. 2010 Mathematics Subject Classification: Primary 53C60, 53B40. Received: November, 2013. Revised: March, 2014 Accepted: March, 2014 161 INGARDEN MECHANICAL SYSTEMS WITH SPECIAL EXTERNAL FORCES 162 ∂ is the Lorentz nonlinear connection and Fe = aijk (x) y j y k ∂y i are the external i forces with ajk (x) a symmetric tensor on M of type (1, 2). We call this 4-uple an Ingarden mechanical system with special external forces and we determine the coefficients of the canonical nonlinear connection MI MI P N . We also construct the canonical metrical d-connection M IΓ( N ) of IF n and we write the generalized Maxwell equations. Let M be an n-dimensional, real C ∞ manifold. Denote by (T M, τ, M ) the tangent bundle of M and F n = (M, F (x, y)) be a Finsler space, where F : T M → R+ is its fundamental function, i.e., F verifies the following axioms: i) F is a differentiable function on T M̃ = T M \ {0} and it is continuous on the null section of the projection τ : T M → M ; ii) F is positively 1- homogeneous with respect to the variables y i ; iii) ∀ (x, y) ∈ T M̃ the Hessian of F 2 with respect y i is positive defined. ∂2F 2 Consequently, the d-tensor field gij (x, y) = 21 ∂y i ∂y j is positive defined. It is called the fundamental tensor, or metric tensor of F n . This definition can be extended to the case when the fundamental tensor is of constant sygnature, when we imposed the condition det (gij (x, y) 6= 0) . It is well known that a Randers metric p is a deformation of a Riemannian or pseudo-Riemannian metric α (x, y) = aij (x) y i y j , showing the gravitational field, using a 1-form β (x, y) = bi (x) y i , representing the electromagnetic field. Randers spaces are Finsler spaces F n = (M, F (x, y)) = (M, α (x, y) + β (x, y)) equipped with Cartan nonlinear connection. For F n , instead of the Cartan nonlinear connection, R. Miron introduced in [8] the Lorentz nonlinear connection N determined by the Lorentz equations of the space F n with the metric F (x, y) = α (x, y) + β (x, y). The local coefficients of N are i i Nji = γjk y k − Fji , where γjk are the Christoffel symbols of the Riemannian ∂b ∂bs j structure a = aij (x) dxi ⊗ dxj and Fji (x) = ais Fsj , Fsj = ∂x j − ∂xs . n The Finsler space F = (M, F (x, y)) = (M, α (x, y) + β (x, y)) equipped with the Lorentz nonlinear connection N is called an Ingarden space. It is denoted IF n = (F n , N ). In Preliminaries we give some known results regarding the Lorentz nonlinear connection and Ingarden spaces. In section 3 we present main results and in section 4 some applications in physical fields. 2 Preliminaries Let F n = (M, F (x, y)) be a Finsler space with p the fundamental function F (x, y) = α (x, y) + β (x, y) where α (x, y) = aij (x) y i y j and β (x, y) = bi (x) y i ; a = aij (x) dxi dxj is a pseudo-Riemannian metric on M and it gives INGARDEN MECHANICAL SYSTEMS WITH SPECIAL EXTERNAL FORCES 163 the gravitational part of the metric F ; bi (x) is an electromagnetic covector on M and β (x, dx) = bi (x) dxi is the electromagnetic 1-form field on M . We consider the integral of action of the energy F 2 (x, y) along a curve c : t ∈ [0, 1] → c (t) ∈ M : I (c) = ∫ 10 F 2 x, dx dt dt = ∫ 10 α x, dx dt + β x, dx dt 2 dt (1) The variational problem for I (c) leads to the Euler-Lagrange equations: Ei F 2 := ∂(α+β)2 ∂xi − 2 d ∂(α+β) dt ∂y i = 0, y i = dxi dt . (2) The energy of F 2 is 2 2 2 2 2 εF 2 = y i ∂F ∂y i − F = 2F − F = F . The covector field Ei F 2 is expressed by ∂α Ei F 2 = Ei α2 + 2αEi (β) + 2 dα dt ∂y i . (3) (4) Let us fix a parametrization of the curve c, by natural parameter s with respect to Riemannian metric α (x, y) . It is given by ds2 = α2 x, dx dt dt2 . (5) dx It follows F 2 x, ds = 1 and dα ds = 0. Along to an extremal curve c, canonical parametrized by (5), Ei (β) is expressed by j ∂b ∂bi dxj dx Ei (β) = ∂xji − ∂x (6) j ds = Fij (x) ds . One obtains [6]: Theorem 2.1. (Miron-Hassan) In the canonical parametrization, the 2 Euler-Lagrange equations of the Lagrangian (α + β) are given by Ei α2 + 2Fij (x) y j = 0, y i = dxi ds . (7) Theorem 2.2. The Euler-Lagrange equations (7) are equivalent to the Lorentz equations: d2 xi ds2 i + γjk (x) dxj dxk ds ds ◦ = Fji (x) dxj ds , (8) ◦ i where Fji (x ) = a is Fsj (x ) and γjk are the Christoffel symbols of the Riemannian metric tensor aij (x) . INGARDEN MECHANICAL SYSTEMS WITH SPECIAL EXTERNAL FORCES 164 The Euler-Lagrange equations Ei F 2 = 0 determines a canonical semispray or a Dynamical System S on the total space of the tangent bundle : i ∂ ∂ S = y i ∂x i − 2G ∂y i , (9) where the coefficients Gi (x, y) are: ◦ i 2Gi (x, y) = γjk (x) y j y k − Fji (x) y j . (10) Now we can consider the nonlinear connection N with the coefficients Nji = i ∂G ∂y j . Of course, we have i Nji = γjk (x) y k − Fji (x) , (11) ◦ where Fji (x) = 21 Fji (x) . Since the autoparallel curves of N are given by the Lorentz equations (8), we call it the Lorentz nonlinear connection of the Randers metric α + β. The nonlinear connection N determines the horizontal distribution, denoted by N too, with the property Tu T M = Nu ⊕ Vu , ∀u ∈ T M , Vu being the natural vertical distribution on the tangent manifold T M . The local adapted to the horizontal and vertical vector spaces Nu basis δ ∂ and Vu is given by δxi , ∂yi , i = 1, ..., n , where ◦ δ ∂ ∂ ∂ ∂ ∂ ∂ δ k = − Nik k = − γis (x) y s k + Fik k = i + Fik k (12) i i i δx ∂x ∂y ∂x ∂y ∂y δx ∂y ◦ ∂ k s ∂ and δxδ i = ∂x i − γis (x) y ∂y k . The adapted cobasis is dxi , δy i , i = 1, ..., n with ◦ i δy i = dy i + Nji dxj = dy i + γjk (x) y k dxj − Fji dxj = δ y i − Fji dxj , (13) ◦ i where δ y i = dy i + γjk (x) y k dxj . The weakly torsion of N is i Tjk = ∂Nji ∂y k − ∂Nki ∂y j = 0. (14) The integrability tensor of N is i Rjk = δNji δxk − δNki δxj . (15) INGARDEN MECHANICAL SYSTEMS WITH SPECIAL EXTERNAL FORCES 165 Definition 2.1. The Finsler space F n = (M, F = α + β) equipped with the Lorentz nonlinear connection N is called an Ingarden space. It is denoted IF n . The fundamental tensor gij of IF n is gij = F α (aij − ˜li ˜lj ) + li lj (16) ∂F ∂α ˜ where ˜li = ∂y i , li = ∂y i , li = li + bi . The following results holds [8]: 2.3. There exists an unique N -metrical connection IΓ (N ) = Theorem i i Fjk , Cjk of the Ingarden space IF n which verifies the following axioms: V i) ∇H k gij = 0; ∇k gij = 0; i i ii) Tjk = 0; Sjk = 0. The connection IΓ (N ) has the coefficients expressed by the generalized Christoffel symbols: F i = 1 g is δgsjk + δgskj − δgjks jk 2 δx δx δx (17) C i = 1 g is ∂gsjk + ∂gskj − ∂gjks , jk 2 ∂y ∂y ∂y where 3 δ δxi are given by (12). Main results For a manifold M , that is the configuration space of a Finslerian dynamical system, let us consider the tangent bundle T M to which we refer to as the velocity space. Suppose that there exists a Randers metric F = α + β on T M̃ and aijk (x) a symmetric tensor on the configuration space M , of type (1, 2). Definition 3.1. An Ingarden mechanical system with special external forces is a 4-uple X 2 = M, (α + β) , N, F , e n IF ∂ with N, the Lorentz nonlinear connection and Fe = aijk (x) y j y k ∂y i the external forces given as a vertical vector field globaly defined on T M . We denote F i (x, y) = aijk (x) y j y k and we can state Theorem 3.1. [9] For the Ingarden mechanical system P 2 IF n = M, (α + β) , N, Fe the following properties hold good: i) The operator S defined by i ∂ 1 i S = y i ∂x i − 2G − 2 F ∂ ∂y i (18) INGARDEN MECHANICAL SYSTEMS WITH SPECIAL EXTERNAL FORCES 166 is a vector field, global defined on the velocityPspace T M . ii) S is a semispray which depends only on IF n and it is a spray if Fe are 2-homogeneous with respect to y i . iii) The integral curves of P the vector field S are the evolution curves given by the Lagrange equations of IF n : d2 xi dt2 + Γijk x, dx dt dxj dxk dt dt = 21 F i x, dx dt . (19) MI The semispray S (18) has the coefficients Gi expressed by MI 1 1 2 Gi = 2Gi − F i (x, y) = Γijk (x, y) y j y k − F i (x, y) . 2 2 (20) MI Thus, Pthe canonical nonlinear connection N of the Ingarden mechanical system IF n has the coefficients MI MI Nji 1 ∂F i 1 ∂ Gi i = N − = Nji − aijk (x) y k . = j j j ∂y 4 ∂y 2 (21) MI This nonlinear connection N determines a direct decomposition of the tangent space T M̃ into horizontal and vertical subspaces: MI Tu T M̃ = Nu ⊕Vu , ∀u ∈ T M̃ . MI ∂ A local adapted basis to this decomposition is δxδ i , ∂y i (22) where i=1,n ◦ ◦ 1 j ∂ ∂ δ δ δ j k = + F (x) + a (x) y = + Aji j i δxi δxi 2 ik ∂y j δxi ∂y (23) 1 Aji = Fij (x) + ajik (x) y k 2 (24) MI with ◦ k − γis (x) y s ∂y∂ k . MI i i The adapted cobasis is dx , δ y with MI ◦ ◦ 1 i i i i k y = y − F + a (x) y dxj = δ y i − Aij dxj δ δ j jk 2 and δ δxi ◦ = ∂ ∂xi i where δ y i = dy i + γjk (x) y k dxj . (25) INGARDEN MECHANICAL SYSTEMS WITH SPECIAL EXTERNAL FORCES MI 167 MI i i We determine the torsion Tjk and the curvature Rjk of the canonical conMI nection N by a direct calculation: MI MI i Tjk MI i Rjk = MI MI δ Nji δy k − MI ∂ Nji ∂ Nki = − =0 ∂y k ∂y j MI MI δ Nki δy j ◦ = ◦ δN ◦ i Rjk + i ◦ ∂Nji Ajk j ∂y (26) − ∂Nki Akj k ∂y ! , (27) Ni i where we have denoted Rjk = δxkj − δδxjk . Applying the theory from the book [10] the following theorem holds: P 2 Theorem 3.2. Let M, (α + β) , Fe be an Ingarden meIF n = MI P chanical system and N the canonical nonlinear connection of IF n . There ! MI MI MI i i exists an unique d-connection M IΓ N = Fjk , Cjk determined by the following axioms: MI MI V i) ∇H k gij = 0; ∇k gij = 0, MI MI i i ii) Tjk = 0; Sjk = 0, where MI MI ∇H k gij = MI ∇Vk gij = δ gij δxk ∂gij ∂y k MI MI s s gsj − Fjk gis − Fik MI MI . We call this connection the canonical metrical d-connection of of (28) s s − Cik gsj − Cjk gis P IF n . Theorem 3.3.The local coefficients of the canonical metrical d-connection P IF n are MI MI MI MI g g i Fjk = 21 g is δδxksj + δδxgjsk − δδxsjk (29) MI C i = 1 g is ∂gsjk + ∂gskj − ∂gjks . jk MI 2 ∂y ∂y MI i i In order to calculate Fjk and Cjk we have: ∂y 168 INGARDEN MECHANICAL SYSTEMS WITH SPECIAL EXTERNAL FORCES MI ◦ δgsj ∂gsj δ gsj = + Ark r k k δx δx ∂y (30) ◦ Denote ∇ the h-covariant derivative with respect to Levi-Civita connection: k ◦ δ gsj i i = − γsk gij − γjk gsi . δxk (31) ◦ δ gsj i i = ∇ gsj + γsk gij + γjk gsi k δx k (32) ◦ ∇ gsj k We get ◦ Now we obtain MI ◦ ∂gsj δ gsj i i = ∇ gsj + γsk (33) gij + γjk gsi + Ark r k δx ∂y k and we can state: P Theorem 3.4. The canonical metrical d-connection of IF n has the coefficients MI F i = γi + Bi jk jk jk (34) MI Ci = Ci , jk jk where i Bjk 1 = g is 2 ◦ ∇ gsj + k ∂gsj Ark r ∂y ◦ + ∇ gsk + j ∂gsk Arj r ∂y ◦ − ∇ gjk + s ∂gjk Ars r ∂y (35) Taking into account (33) ! we can express the curvature tensors of MI MI MI i i M IΓ N = Fjk , Cjk : MI i Rjkh = MI i Pjkh = Mi I Sjkh = with MI i Pjk MI = ∂ Nji ∂y k MI MI i δ Fjk δxh MI i ∂ Fjk ∂y h − MI MI i δ Fjh δxk MI MI MI MI MI MI MI MI (36) i i s − ∇H k Chs + Cjs Pkh MI i ∂ Cjk h ∂y − MI i − Fjk . MI i ∂ Cjh k ∂y MI MI s i s i i s + Fjk Fsh − Fjh Fsk + Chs Rkh MI MI MI MI s i s i + Cjk Csh − Cjh Csk . INGARDEN MECHANICAL SYSTEMS WITH SPECIAL EXTERNAL FORCES 4 169 Applications in physical fields MI In an Ingarden mechanical system the h-deflection tensor Dki of the canonical metrical connection no vanishes. It give rise to an interior electromagnetic tensor which is not coincident to the exterior electromagnetic tensor Fik (x) provided by β. MI The h-deflection tensor Dki is given by MI Dki = MI ∇H k MI MI δ yi i j i j i + F kj y = Bjk y + Ak δxk i y = (37) From the relation ◦ ◦ 1 is j ◦ 1 ∂gsk j = g y ∇ gsj + ∇ gsk − ∇ gjk + g is Arj y 2 2 ∂y r s j k (38) ◦ ◦ ∂gsk j 1 1 is j ◦ g y ∇ gsj + ∇ gsk − ∇ gjk + g is Arj y + Aik . 2 2 ∂y r s j k (39) i Bjk yj we get MI Dki = MI The v-deflection tensor dik is MI dik MI = ∇Vk y i = δki . (40) The covariant h-tensor is MI Dsk = MI gis Dki ◦ ◦ 1 j ◦ 1 ∂gsk j = y ∇ gsj + ∇ gsk − ∇ gjk + Arj y + gis Aik . 2 2 ∂y r s j k (41) and the covariant v-tensor is MI MI dsk = gis dsk . (42) ≈ The h-interior electromagnetic tensor F is sk MI ≈ 1 MI Fsk = Dsk − Dks . 2 ≈ and the v-interior electromagnetic tensor fsk is (43) INGARDEN MECHANICAL SYSTEMS WITH SPECIAL EXTERNAL FORCES ≈ fsk = 1 2 MI MI dsk − dks . 170 (44) A direct calculus allows to formulate: Theorem 4.1. TheP h- and v- interior electromagnetic tensors of the Ingarden mechanical system IF n with respect to the canonical metrical connection MI N are given by ≈ ◦ ◦ Fsk = 21 y j ∇k gsj − ∇s gjk + ≈ fsk 1 2 gis Aik − gik Ais (45) = 0. MI MI MI MI MI MI MI s s s We denote Rijk = gis Rjk , Rijkh = gjs Rikh , Pijk = gis Pjk , Pijkh = MI s gjs Pikh . By a direct calculus one proves: ≈ Theorem 4.2. P The h- interior electromagnetic tensors Fij of the Ingarden mechanical system IF n satisfies the following generalized Maxwell equations: MI ≈ MI ≈ MI ≈ MI ≈ MI ≈ H H ∇H k Fij + ∇i Fjk + ∇j Fki = MI ≈ V V ∇V k Fij + ∇i Fjk + ∇j Fki = 1 2 1 2 MI MI MI MI MI MI y r Rrijk + Rrjki + Rrkij − Rijk + Rjki + Rkij MI MI MI MI MI MI yr Prijk − Prikj + Prjki − Prjik + Prkij − Prkji (46) Conclusions. We defined in this paper a new kind of mechanical systems, called Ingarden mechanical system with special external forces. We developed the theory using the geometrical objects fields of the canonical metrical dconnection. After the calculation of the h- and v-interior electromagnetic tensors, we got a new form for the generalized Maxwell equations. The same theory can be also used to write the Einstein equation for the gravitational fields. References [1] Anastasiei M.: Certain Generalizations on Finsler Metrics, Contemporary Mathematics, (1996), 61–170. [2] Antonneli P.L., Ingarden R.S., Matsumoto M.: The Theory of Sprays and Finsler Spaces with Applications in Physics and Biology, Kluwer Acad. Publ. FTPH 58 (1993). INGARDEN MECHANICAL SYSTEMS WITH SPECIAL EXTERNAL FORCES 171 [3] Bucătaru I.: Metric nonlinear connections, Differential Geometry and its Applications, 35 (2007), no. 3, 335-343. [4] Bao D., Chern S.S., Shen Z.: An Introduction to Riemann-Finsler geometry, Graduate Text in Math., Springer, (2000). [5] Lungu O., Nimineţ V. : General Randers mechanical systems, Scientific Studies and Research. 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Otilia LUNGU, ”Vasile Alecsandri” University Department of Mathematics and Informatics 600115 Bacău Romania Email: otilia.lungu@ub.ro Valer NIMINEŢ, ”Vasile Alecsandri” University Department of Mathematics and Informatics 600115 Bacău Romania Email: valern@ub.ro INGARDEN MECHANICAL SYSTEMS WITH SPECIAL EXTERNAL FORCES 172