2021
DOI: 10.1016/j.engstruct.2021.112123
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A multi-surface interface model for sequentially linear methods to analyse masonry structures

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Cited by 16 publications
(1 citation statement)
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“…Both continuum and discrete finite element approaches were developed in those studies. Two different finite element approaches were employed, in which the wall units (brick, autoclaved aerated concrete (AAC) and mortar) were either modelled separately (microscale) or homogenized (mesoscale) [32][33][34][35][36][37][38]. The use of micro and mesoscale elements may provide a more realistic response estimation for crack propagation and damage patterns.…”
Section: Introductionmentioning
confidence: 99%
“…Both continuum and discrete finite element approaches were developed in those studies. Two different finite element approaches were employed, in which the wall units (brick, autoclaved aerated concrete (AAC) and mortar) were either modelled separately (microscale) or homogenized (mesoscale) [32][33][34][35][36][37][38]. The use of micro and mesoscale elements may provide a more realistic response estimation for crack propagation and damage patterns.…”
Section: Introductionmentioning
confidence: 99%