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Continuum Mechanics and Thermodynamics
Erschienen in: Continuum Mechanics and Thermodynamics 4/2023

07.12.2022 | Original Article

A new block-based approach for the analysis of damage in masonries undergoing large deformations

verfasst von: C. A. Tran, E. Barchiesi

Erschienen in: Continuum Mechanics and Thermodynamics | Ausgabe 4/2023

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Abstract

A new block-based elasto-damage model for describing masonry structures has been recently proposed (Tran et al. in Mech Res Commun 118:103802, 2021), where the used constitutive elastic and damage behavioral laws were inspired from granular micromechanics. Preliminary results hinted at the realistic masonry deformation modes which could be obtained, as well as the importance of the damaging characteristic lengths featured in the model. The present work is an extension of that previous paper and presents a more detailed derivation of the model, along with a finer parametric study of the damaging characteristic lengths. Qualitative results hint at how those characteristic lengths allow to model interactions between normal and tangential deformations of the mortar, thus opening the way for future development and quantitative studies of the model.
Vorheriger Artikel A multiphase phase-field study of three-dimensional martensitic twinned microstructures at large strains
Nächster Artikel Structures of longitudinal-torsional shock waves and special discontinuities in nonlinearly viscoelastic media with dispersion

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Fußnoten
1
Which may or may not be homogeneous to an energy in the physical sense; instead, such quantities may be akin to works, powers,...
 
2
More specifically in the numerical incremental formulation, the damages are non-decreasing with respect to the load parameter.
 
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Metadaten
Titel
A new block-based approach for the analysis of damage in masonries undergoing large deformations
verfasst von
C. A. Tran
E. Barchiesi
Publikationsdatum
07.12.2022
Verlag
Springer Berlin Heidelberg
Erschienen in
Continuum Mechanics and Thermodynamics / Ausgabe 4/2023
Print ISSN: 0935-1175
Elektronische ISSN: 1432-0959
DOI
https://doi.org/10.1007/s00161-022-01178-5

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