A two-level macroscale continuum description with embedded discontinuities for nonlinear analysis of brick/block masonry
DOI10.1007/s00466-021-02118-xzbMath1485.74018OpenAlexW4205394799WikidataQ113326565 ScholiaQ113326565MaRDI QIDQ2115620
L. Macorini, B. Pantò, Bassam A. Izzuddin
Publication date: 17 March 2022
Published in: Computational Mechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s00466-021-02118-x
cyclic loadingcontinuum stress fielddamage-plasticity constitutive modelnonlinear interface descriptionnonlinear masonry structure
Anelastic fracture and damage (74R20) Plastic materials, materials of stress-rate and internal-variable type (74C99) Theory of constitutive functions in solid mechanics (74A20)
Cites Work
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- Non-linear micropolar and classical continua for anisotropic discontinuous materials.
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- Structural analysis of masonry historical constructions. Classical and advanced approaches
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- Continuum approach to computational multiscale modeling of propagating fracture
- A non-linear interface element for 3D mesoscale analysis of brick-masonry structures
- Interface Elements for the Analysis of Masonry Structures
- An enhanced multi-scale approach for masonry wall computations with localization of damage
- Combining interface damage and friction in a cohesive‐zone model
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