Multiscale analysis of out-of-plane masonry elements using different structural models at macro and microscale. (15th April 2021)

• Record Type: Journal Article
• Authors: Addessi, Daniela; Di Re, Paolo; Gatta, Cristina; Sacco, Elio
• Is Part Of: Computers & structures. Volume 247(2021)
• Publication Date: 2021-04-15
• Subjects: Multiscale model -- Thick shell -- Masonry -- Damage-friction -- 3D RVE -- TFA approach; Structural engineering -- Data processing -- Periodicals; Electronic data processing -- Structures, Theory of -- Periodicals; 624.171
• DOI: 10.1016/j.compstruc.2020.106477
• Languages: English
• ISSNs: 0045-7949

Abstract

Highlights: A multiscale model for masonry is proposed for in-plane and out-of-plane response. Thick shell and 3D Cauchy models are used at macro and microscale. Homogenization procedure is based on the Transformation Field Analysis (TFA) approach. A damage-friction interface model is adopted for mortar nonlinear behavior. Membrane and shear-flexural response of a running bond unit cell is investigated. Abstract: A novel two-scale modeling approach, linking different structural models at macro and microscale, is proposed to describe response of masonry walls with periodic texture. At the higher macroscopic scale, the real heterogeneous material is modeled as a homogenized medium, considering the classical Mindlin-Reissner theory for flat shells. At the lower microscopic scale, a representative masonry Unit Cell (UC), accounting for the actual geometry, arrangement and nonlinear behavior of constituent materials, is analyzed in detail by resorting to a three-dimensional Cauchy model. The UC is modeled as the assembly of elastic bricks and nonlinear zero-thickness interfaces, in which the sliding frictional and damaging mechanisms are concentrated. To perform the macro–micro information transition a proper kinematic map is defined, whereas the upscaling process is performed via a homogenization procedure based on the Transformation Field Analysis (TFA), properly extended to the case of interfaces. The developed homogenization procedure invokes a generalized Hill-Mandel principle and requires to satisfy 'non-standard' constraints at the microlevel, for which the perturbed Lagrangian method is employed. Numerical applications are performed to prove the model efficiency in describing the response of a running bond UC subjected to in-plane and out-of-plane loads. Special attention is devoted to the analysis of shell bending and shear behavior, comparing the results obtained with the proposed model with those recovered by detailed micromechanical analyses.