101. Macro-modelling of orthotropic damage in masonry: Combining micro-mechanics and continuum FE analysis
- Author
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Drougkas, Anastasios and Universitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria
- Subjects
Enginyeria civil [Àrees temàtiques de la UPC] ,Modelització multiescala ,Damage mechanics ,General Engineering ,Micro-mechanics ,Homogenisation ,Multiscale modeling ,Micromechanics ,General Materials Science ,Micromecànica ,Masonry ,Ram de paleta ,Multi-scale modelling - Abstract
Due to the complex interaction of its constituent materials, arising from their brittleness and staggered geometric arrangement, masonry as a composite material is often characterised by pronounced orthotropy, both in elasticity and strength [20]. This orthotropy is particularly important in the study of earthquake induced damage and collapse mechanisms of large masonry structural elements [23]. Accurate prediction of the force capacity of masonry elements, therefore, relies not only on the careful mechanical character- isation of its comprising materials, but also on modelling their interaction at the material scale [32]. Finite element (FE) analysis of masonry structures can assume different levels of detail for the representation of the mechanical features and potential failure modes of the material. For example, in a macro-modelling approach the material may be treated as an isotropic [7] or orthotropic [26] continuum. The large number of material parameters in need of characterisation for the execution of these simulations has led to the development of experimental frameworks [12], empirical approaches [11] and numerically-driven calibration methods [16] for determining these parameters. While both approaches have been successfully used for nonlinear anal- ysis [8,21,28], it is the latter that provides a truer representation of the mechanical properties of masonry. Continuum modelling can be very attractive due to the geometrical simplicity of the resulting models and the reduced computational costs, especially for modelling large structures. However, orthotropic models must still rely on complex experiments, well-founded assumptions or ancillary computations for actually determining the orthotropic properties of the continuum. Stemming from the inherent attractiveness of continuum modelling and the need for deriving macroscopic orthotropy from ma- terials that are themselves often isotropic, constitutive approaches have been developed for taking into account the interaction of potential failure modes in regularly bonded masonry through a phenomenological or analytical rather than a detailed micro- mechanical approach [27,29]. While very promising, this approach does not directly provide comprehensive information on the stresses and strains in the material components comprising the masonry composite.
- Published
- 2022