Analytical continuum mechanics a la Hamilton-Piola least action principle for second gradient continua and capillary fluids

被引:178
作者
Auffray, N. [1 ]
dell'Isola, F. [2 ]
Eremeyev, V. A. [3 ,4 ,5 ]
Madeo, A. [6 ]
Rosi, G. [7 ]
机构
[1] Univ Paris Est, MSME UMR CNRS 8208, Lab Modelisat & Simulat Multi Echelle, Marne La Vallee, France
[2] Univ Roma La Sapienza, Dipartimento Ingn Strutturale & Geotecn, I-00185 Rome, Italy
[3] Univ Magdeburg, Inst Mech, D-39106 Magdeburg, Germany
[4] RASci, South Sci Ctr, Rostov Na Donu, Russia
[5] South Fed Univ, Rostov Na Donu, Russia
[6] Univ Lyon, Lab Genie Civil & Ingn Environm, INSA, Villeurbanne, France
[7] Univ Aquila, Int Res Ctr Math & Mech Complex Syst MeMoCS, I-04012 Cisterna Latina, Italy
关键词
Hamilton-Piola least action principle; second gradient continua; capillary fluid; variation principle; VIRTUAL POWER; VARIATIONAL APPROACH; NONLINEAR MECHANICS; NONUNIFORM SYSTEM; ELASTIC SHELLS; POROUS-MEDIA; TRUSS BEAMS; FREE-ENERGY; PART I; MODEL;
D O I
10.1177/1081286513497616
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this paper a stationary action principle is proved to hold for capillary fluids, i.e. fluids for which the deformation energy has the form suggested, starting from molecular arguments. We remark that these fluids are sometimes also called Korteweg-de Vries or Cahn-Allen fluids. In general, continua whose deformation energy depends on the second gradient of placement are called second gradient (or Piola-Toupin, Mindlin, Green-Rivlin, Germain or second grade) continua. In the present paper, a material description for second gradient continua is formulated. A Lagrangian action is introduced in both the material and spatial descriptions and the corresponding Euler-Lagrange equations and boundary conditions are found. These conditions are formulated in terms of an objective deformation energy volume density in two cases: when this energy is assumed to depend on either C and delta C or on C-1 and delta C-1, where C is the Cauchy-Green deformation tensor. When particularized to energies which characterize fluid materials, the capillary fluid evolution conditions are recovered. A version of Bernoulli's law valid for capillary fluids is found and useful kinematic formulas for the present variational formulation are proposed. Historical comments about Gabrio Piola's contribution to analytical continuum mechanics are also presented.
引用
收藏
页码:375 / 417
页数:43
相关论文
共 164 条
[11]   Filtration law in porous media with poor separation of scales [J].
Auriault, JL ;
Geindreau, C ;
Boutin, C .
TRANSPORT IN POROUS MEDIA, 2005, 60 (01) :89-108
[12]   Mutation, selection, and ancestry in branching models: a variational approach [J].
Baake, Ellen ;
Georgii, Hans-Otto .
JOURNAL OF MATHEMATICAL BIOLOGY, 2007, 54 (02) :257-303
[13]  
BALL JM, 1977, ARCH RATION MECH AN, V63, P337, DOI 10.1007/BF00279992
[14]   Limit-point instability of a magnetoelastic membrane in a stationary magnetic field [J].
Barham, M. ;
Steigmann, D. J. ;
McElfresh, M. ;
Rudd, R. E. .
SMART MATERIALS & STRUCTURES, 2008, 17 (05)
[15]  
Bassanini P, 1996, EUR J MECH B-FLUID, V15, P809
[16]  
BEDFORD A, 1985, RES NOTES MATH, V139
[17]  
Berdichevsky V.L., 2009, Fundamentals, V1
[18]  
Bleustein J.L., 1967, Int. J. Solids Struct, V3, P1053, DOI DOI 10.1016/0020-7683(67)90029-7
[19]   The variational approach to fracture [J].
Bourdin, Blaise ;
Francfort, Gilles A. ;
Marigo, Jean-Jacques .
JOURNAL OF ELASTICITY, 2008, 91 (1-3) :5-148
[20]   Homogenisation of periodic discrete medium: Application to dynamics of framed structures [J].
Boutin, C ;
Hans, S .
COMPUTERS AND GEOTECHNICS, 2003, 30 (04) :303-320