id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
fis-1247	Giambanco, Giuseppe; La Malfa Ribolla, Emma; Spada, Antonino	CH of masonry materials via meshless meso-modeling	2014	16	.pdf	application/pdf	7151	399	63	The present study approaches the numerical solution of the mesoscopic model by means of a meshless strategy which is described in the following for plane stress conditions.  UC UC UC T T T m m m m md d d             σ ε r u u r u (9) where r is the vector of Lagrangian multipliers and m ε the virtual strain tensor of the UC related to the virtual displacements through the following compatibility condition: G. Gianbanco et alii, Frattura ed Integrità Strutturale, 29 (2014) 150-165; DOI: 10.3221/IGF-ESIS.29.14 154 inm m UC  ε C u (10) Imposing the Hill-Mandel principle and substituting (6) in (9), after some algebra the following equation is obtained:  1	cache/fis-1247.pdf	txt/fis-1247.txt