TY - JOUR
T1 - Development of a concrete unit cell
AU - Gal, Erez
AU - Ganz, Avshalom
AU - Hadad, Liran
AU - Kryvoruk, Roman
PY - 2008
Y1 - 2008
N2 - This paper describes the development of a unit cell for concrete structures. Executing a multiscale analysis procedure using the theory of homogenization requires solving a periodic unit cell problem of the material in order to evaluate the material macroscopic properties. The presented research answers that need by creating a concrete unit cell through using the concrete paste generic information (i.e., percentage of aggregate in the concrete and the aggregate distribution). The presented algorithm manipulates the percentage of the aggregate weight and distribution in order to create a finite element unit cell model of the concrete to be used in a multiscale analysis of concrete structures. This algorithm adjusts the finite element meshing with respect to the physical unit cell size, creates virtual sieves according to adjusted probability density functions, transforms the aggregate volumes into a digitized discrete model of spheres, places the spheres using the random sampling principle of the Monte Carlo simulation method in a periodic manner, and constructs a finite element input file of the concrete unit cell appropriate for running a multiscale analysis using the theory of homogenization.
AB - This paper describes the development of a unit cell for concrete structures. Executing a multiscale analysis procedure using the theory of homogenization requires solving a periodic unit cell problem of the material in order to evaluate the material macroscopic properties. The presented research answers that need by creating a concrete unit cell through using the concrete paste generic information (i.e., percentage of aggregate in the concrete and the aggregate distribution). The presented algorithm manipulates the percentage of the aggregate weight and distribution in order to create a finite element unit cell model of the concrete to be used in a multiscale analysis of concrete structures. This algorithm adjusts the finite element meshing with respect to the physical unit cell size, creates virtual sieves according to adjusted probability density functions, transforms the aggregate volumes into a digitized discrete model of spheres, places the spheres using the random sampling principle of the Monte Carlo simulation method in a periodic manner, and constructs a finite element input file of the concrete unit cell appropriate for running a multiscale analysis using the theory of homogenization.
KW - Concrete unit cell
KW - Finite element
KW - Homogenization
KW - Mesoscopic analysis of concrete structures
KW - Multiscale analysis
UR - http://www.scopus.com/inward/record.url?scp=62749179625&partnerID=8YFLogxK
U2 - 10.1615/IntJMultCompEng.v6.i5.80
DO - 10.1615/IntJMultCompEng.v6.i5.80
M3 - ???researchoutput.researchoutputtypes.contributiontojournal.article???
AN - SCOPUS:62749179625
SN - 1543-1649
VL - 6
SP - 499
EP - 510
JO - International Journal for Multiscale Computational Engineering
JF - International Journal for Multiscale Computational Engineering
IS - 5
ER -