An orthotropic damage model for masonry structures

By L. Berto, A. Saetta, R. Scotta, R. Vitaliani. 2002

233 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/1cac4963068ca65b21c1fdf46865ef1c07a6eaaa

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In Civil and Structural Engineering

In Mechanics of Materials

Citations in the corpus

An orthotropic damage model for the analysis of masonry structures (2013, background): “In spite of the mentioned problems, single failure surfaces have been considered to reproduce approximately the material strength [20,21].”
An enhanced multi‐scale approach for masonry wall computations with localization of damage (2007, background): “A second class of models successfully overcomes this drawback by formulating closed-form macroscopic constitutive laws for an equivalent homogeneous continuum, which link average stresses to average strains in a phenomenological manner [6–8].”
Modeling Strategies for the Computational Analysis of Unreinforced Masonry Structures: Review and Classification (2019, background): “Later, an orthotropic damage model specifically developed for the analysis of brittle masonry subjected to cyclic in-plane loading has been described in [163].”
Continuum damage model for orthotropic materials: Application to masonry (2011, methodology): “the bed joints and the head joints directions) were assumed also as damage principal axes in [19].”
A combined finite-discrete element analysis of dry stone masonry structures (2013, background): “In this approach the material is regarded as a fictitious homogeneous orthotropic continuum [3–7].”
A detailed micro-modelling approach for the structural analysis of masonry assemblages (2018, methodology): “To overcome this limitation, some finite element formulations (Berto et al., 2002; Radnić et al. 2012; Milani & Taliercio 2015 & 2016) as well as other attractive tools, like the discrete element method (Sarhosis et al.”
A 3D detailed micro-model for the in-plane and out-of-plane numerical analysis of masonry panels (2018, background): “To overcome this issue, few masonry macro-modelling approaches have been extended to orthotropic continua [17, 18].”