MULTISCALE ANALYSIS OF ANISOTROPIC MATERIALS WITH HEXAGONAL MICROSTRUCTURE AS MICROPOLAR CONTINUA

被引:23
作者
Fantuzzi, N. [1 ]
Trovalusci, P. [2 ]
Luciano, R. [3 ]
机构
[1] Univ Bologna, DICAM Dept, Viale Risorgimento 2, I-40136 Bologna, Italy
[2] Sapienza Univ Rome, DISG Dept, Via A Gramsci 53, I-00197 Rome, Italy
[3] Parthenope Univ, Engn Dept, Ctr Direz Isola C4, I-80133 Naples, Italy
关键词
multiscale; anisotropic materials; finite element method; Cosserat (micropolar); homogenization; RVE; 2ND-ORDER COMPUTATIONAL HOMOGENIZATION; NONLOCAL CONTINUUM; COSSERAT; MASONRY; MODEL; EQUIVALENT; GRADIENT; LOCALIZATION; COMPOSITES; DERIVATION;
D O I
10.1615/IntJMultCompEng.2020032920
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This work discusses the advantages of micropolar theory in modeling anisotropic composite materials with microstructure. A homogenized constitutive model starting from a representative volume element is proposed in order to find an equivalent continuum. Classical (e.g., Cauchy of Grade 1) continua are not always suitable to accurately approximate the behavior of such composites because no size effects, nor lack of symmetries in strain and stress, can be taken into account. This study focuses on composites made of hexagonal rigid particles which interact among themselves through elastic interfaces, so that the deformation energy of the material is concentrated only at the interfaces. Three particle geometries are investigated such as orthotetragonal, auxetic, and chiral. Novel results have been achieved by presenting the behavior of panels with various material symmetries and subjected to concentrated loads.
引用
收藏
页码:264 / 283
页数:20
相关论文
共 60 条
[1]   A multi-scale enriched model for the analysis of masonry panels [J].
Addessi, Daniela ;
Sacco, Elio .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2012, 49 (06) :865-880
[2]   Second-gradient continua as homogenized limit of pantographic microstructured plates: a rigorous proof [J].
Alibert, Jean-Jacques ;
Della Corte, Alessandro .
ZEITSCHRIFT FUR ANGEWANDTE MATHEMATIK UND PHYSIK, 2015, 66 (05) :2855-2870
[3]  
[Anonymous], 2014, FAILURE DAMAGE ANAL
[4]   Mindlin second-gradient elastic properties from dilute two-phase Cauchy-elastic composites. Part I: Closed form expression for the effective higher-order constitutive tensor [J].
Bacca, M. ;
Bigoni, D. ;
Dal Corso, F. ;
Veber, D. .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2013, 50 (24) :4010-4019
[5]   Second-order computational homogenization of heterogeneous materials with periodic microstructure [J].
Bacigalupo, Andrea ;
Gambarotta, Luigi .
ZAMM-ZEITSCHRIFT FUR ANGEWANDTE MATHEMATIK UND MECHANIK, 2010, 90 (10-11) :796-811
[6]   Collapse behaviour of three-dimensional brick-block systems using non-linear programming [J].
Baggio, C ;
Trovalusci, P .
STRUCTURAL ENGINEERING AND MECHANICS, 2000, 10 (02) :181-195
[7]   In plane loaded masonry walls: DEM and FEM/DEM models. A critical review [J].
Baraldi, Daniele ;
Reccia, Emanuele ;
Cecchi, Antonella .
MECCANICA, 2018, 53 (07) :1613-1628
[8]   A micromechanically based couple-stress model of an elastic two-phase composite [J].
Bouyge, F ;
Jasiuk, I ;
Ostoja-Starzewski, M .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2001, 38 (10-13) :1721-1735
[9]   ON ELASTIC MODULI OF SOME HETEROGENEOUS MATERIALS [J].
BUDIANSK.B .
JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 1965, 13 (04) :223-&
[10]   FREE VIBRATION AND BENDING ANALYSES OF CANTILEVER MICROTUBULES BASED ON NONLOCAL CONTINUUM MODEL [J].
Civalek, Omer ;
Demir, Cigdem ;
Akgoz, Bekir .
MATHEMATICAL AND COMPUTATIONAL APPLICATIONS, 2010, 15 (02) :289-298