Analytical micro-modeling of masonry periodic unit cells : elastic properties

A model for the analysis of masonry periodic unit cells based on detailed micro-modeling principles is presented: an analytical model capable of calculating the orthotropic elastic properties of masonry composites. Several masonry typologies are investigated in the present paper, some of which have...

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Detalles Bibliográficos
Autores: Drougkas, Anastasios|||0000-0002-8647-9993, Roca Fabregat, Pedro|||0000-0001-5400-5817, Molins i Borrell, Climent|||0000-0001-8292-0473
Tipo de recurso: artículo
Fecha de publicación:2015
País:España
Institución:Universitat Politècnica de Catalunya (UPC)
Repositorio:UPCommons. Portal del coneixement obert de la UPC
Idioma:inglés
OAI Identifier:oai:upcommons.upc.edu:2117/76904
Acceso en línea:https://hdl.handle.net/2117/76904
https://dx.doi.org/10.1016/j.ijsolstr.2015.04.039
Access Level:acceso abierto
Palabra clave:Masonry--Mathematical models
Micro-modeling
Analytical modeling
Masonry
Elastic moduli
HOMOGENIZED LIMIT ANALYSIS
BRICK MASONRY
MICROMECHANICAL MODEL
COMPRESSION
FAILURE
WALLS
STRENGTH
PANELS
DAMAGE
Construcció -- Disseny assistit per ordinador
Àrees temàtiques de la UPC::Edificació::Elements constructius d'edificis::Elements estructurals d'edificis
Descripción
Sumario:A model for the analysis of masonry periodic unit cells based on detailed micro-modeling principles is presented: an analytical model capable of calculating the orthotropic elastic properties of masonry composites. Several masonry typologies are investigated in the present paper, some of which have received very limited attention, such as Flemish bond walls.; The purpose of the model is to achieve the level of detail made possible by the use of detailed micro-modeling techniques while keeping computational costs at a minimum in order to be used as a basis for two-scale modeling of masonry.; The results obtained from the described model are compared with experimental data from the existing relevant literature as well as with numerical results obtained from the finite element analysis of masonry periodic unit cells. A parametric investigation is also performed, in which the accuracy of the model is compared against a FE benchmark.