A mixed micromechanical homogenisation scheme for the prediction of the 3D orthotropic elastic properties of different masonry bond typologies
Masonry structures composed of two distinct material phases (units and mortar) with potentially vastly different elastic properties are characterised by strong orthotropy. The variety of commonly employed bond typologies for masonry walls, featuring unit groups and mortar joints with different orien...
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| Tipo de recurso: | artículo |
| Fecha de publicación: | 2023 |
| 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:2117/395305 |
| Acceso en línea: | https://hdl.handle.net/2117/395305 https://dx.doi.org/10.1016/j.istruc.2023.105006 |
| Access Level: | acceso abierto |
| Palabra clave: | Biomedical engineering. Homogenisation Micromechanics Orthotropic elasticity Masonry Micromecànica Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures |
| Sumario: | Masonry structures composed of two distinct material phases (units and mortar) with potentially vastly different elastic properties are characterised by strong orthotropy. The variety of commonly employed bond typologies for masonry walls, featuring unit groups and mortar joints with different orientation with respect to the plane of the wall, result in complex stress and strain interactions between the material phases. |
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