Crack growth in masonry: Numerical analysis and sensitivity study for discrete and smeared crack modelling

Leidy Bejarano-Urrego, Els Verstrynge, Giorgia Giardina, Koen Van Balen

Research output: Contribution to journalArticle

6 Citations (Scopus)
22 Downloads (Pure)

Abstract

One of the most common obstacles faced by engineers when making numerical models to assess damage in historical masonry lies in defining the most suitable constitutive models when there is shortage of either material characterization or experimental data. This paper presents the implementation of a 2D finite element model (FEM) of a masonry wall by means of two strategies: a discrete cracking meso-model and a continuum smeared cracking macro-model. A sensitivity study is performed to investigate the effect of material properties variation on both modelling strategies, each of which considers the highly non-linear behaviour as well as the brittle cracking of the masonry. The numerical models are validated through the results obtained from an experimental testing campaign which considered a brick masonry wall subjected to cyclic three-point bending. The results of both modelling strategies compared with experimental results are presented, as well as the criteria considered for material characterization and the sensitivity analysis. Results indicate the suitability of both models to reproduce experimentally observed load capacity, failure mechanism and horizontal deformations. However, the meso-model showed higher accuracy in terms of failure mechanism and plastic deformations. The sensitivity analysis indicated that some material parameters, such as fracture energy, cohesion and tensile strength, significantly govern the final cracking. This is an important criterion for adequately choosing the parameters for further models in which crack width is considered, e.g. for settlement-induced cracking analysis.

Original languageEnglish
Pages (from-to)471-485
Number of pages15
JournalEngineering Structures
Volume165
Early online date3 Apr 2018
DOIs
Publication statusPublished - 15 Jun 2018

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Numerical analysis
Crack propagation
Cracks
Sensitivity analysis
Numerical models
Fracture energy
Brick
Constitutive models
Macros
Plastic deformation
Materials properties
Tensile strength
Engineers
Testing

Keywords

  • Discrete crack modelling
  • Masonry
  • Model calibration
  • Numerical analysis
  • Sensitivity study
  • Smeared crack modelling

ASJC Scopus subject areas

  • Civil and Structural Engineering

Cite this

Crack growth in masonry: Numerical analysis and sensitivity study for discrete and smeared crack modelling. / Bejarano-Urrego, Leidy; Verstrynge, Els; Giardina, Giorgia; Van Balen, Koen.

In: Engineering Structures, Vol. 165, 15.06.2018, p. 471-485.

Research output: Contribution to journalArticle

Bejarano-Urrego, Leidy ; Verstrynge, Els ; Giardina, Giorgia ; Van Balen, Koen. / Crack growth in masonry: Numerical analysis and sensitivity study for discrete and smeared crack modelling. In: Engineering Structures. 2018 ; Vol. 165. pp. 471-485.
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