Asymptotic Analysis of Elastic Elliptic Membrane Shells in Frictional Contact: Exploring Wear Phenomena

被引:0
作者
Aros, Angel [1 ,2 ]
Fernandes, Celio [3 ,4 ]
Roscani, Sabrina [5 ,6 ,7 ]
机构
[1] Edif Inst Invest Tecnol, CITMAga, Planta-1 Rua Constantino Candeira S-N,Campus Vida, Santiago De Compostela 15782, Spain
[2] Univ A Coruna, ETS Naut Maquinas, Dept Matemat, Paseo Ronda 51, La Coruna 15011, Spain
[3] Univ Minho, Ctr Math CMAT, Campus Gualtar, Braga, Portugal
[4] Univ Porto, Fac Engn FEUP, Transport Phenomena Res Ctr CEFT, Dept Mech Engn, Porto, Portugal
[5] Consejo Nacl Invest Cient & Tecn, Buenos Aires, Argentina
[6] FCE, Dept Matemat, San Lorenzo, Paraguay
[7] Univ Austral Rosario, Rosario, Argentina
基金
欧盟地平线“2020”;
关键词
Asymptotic analysis; shells; contact; friction; wear; JUSTIFICATION; MODELS;
D O I
10.1177/09217134251317896
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
We consider a family of linearly elastic shells, all sharing the same middle surface, with thickness 2 epsilon , clamped along their entire lateral face, which upon deformation may enter in frictional contact with a moving foundation along its lower face. As a result of friction, material might be removed from the interface, thus causing wear. We focus in the case of an elliptic membrane, for which the orders of applied body force density, surface tractions density, and compliance functions with respect to the small parameter epsilon , representing thickness, are O ( 1 ) , O ( epsilon ) , and O ( epsilon ) , respectively. We show that the solution pair ( u ( epsilon ) , w ( epsilon ) ) of displacements and wear fields of the three-dimensional scaled variational contact problem converges to a pair of limit functions, ( u , w ) , which can be identified with the solution pair of a limit two-dimensional variational problem, since u = ( u i ) is independent of the transverse variable, x 3 . Besides, not all the convergences happen in the same topologies, since u alpha ( epsilon ) -> u alpha in C ( [ 0 , T ] ; H 1 ( Omega ) ) , u 3 ( epsilon ) -> u 3 in C ( [ 0 , T ] ; L 2 ( Omega ) ) , and w ( epsilon ) -> w in C ( [ 0 , T ] ; L 2 ( omega ) ) as epsilon -> 0 , where omega is a domain in R 2 and Omega = omega x [ - 1 , 1 ] .
引用
收藏
页码:291 / 320
页数:30
相关论文
共 34 条
[11]  
Ciarlet PG, 1996, J MATH PURE APPL, V75, P107
[12]  
CIARLET PG, 1979, J MECANIQUE, V18, P315
[13]  
Ciarlet PG, 1996, ARCH RATION MECH AN, V136, P163, DOI 10.1007/PL00004230
[14]  
Ciarlet PG., 2000, Mathematical Elasticity: Theory of Shells, VIII
[15]   An obstacle problem for elliptic membrane shells [J].
Ciarlet, Philippe G. ;
Mardare, Cristinel ;
Piersanti, Paolo .
MATHEMATICS AND MECHANICS OF SOLIDS, 2019, 24 (05) :1503-1529
[16]   Asymptotic analysis of the stresses in thin elastic shells [J].
Collard, C ;
Miara, B .
ARCHIVE FOR RATIONAL MECHANICS AND ANALYSIS, 1999, 148 (03) :233-264
[17]  
Destuynder P., 1980, JUSTIFICATION MODLES
[18]  
Eck C., 2005, PURE APPL MATH BOCA, V270, DOI [10.1201/9781420027365, DOI 10.1201/9781420027365]
[19]  
Fichera G, ATTI ACCAD NAZ LIN, V7, P91
[20]  
Han W., 2002, Studies in Advanced Mathematics, V30