Modeling Strategies for the Computational Analysis of Unreinforced Masonry Structures: Review and Classification
Masonry structures, although classically suitable to withstand gravitational loads, are sensibly vulnerable if subjected to extraordinary actions such as earthquakes, exhibiting cracks even for events of moderate intensity compared to other structural typologies like as reinforced concrete or steel...
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| Published in: | Archives of computational methods in engineering Vol. 27; no. 4; pp. 1153 - 1185 |
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| Main Authors: | , , , , , , , , , |
| Format: | Journal Article |
| Language: | English |
| Published: |
Dordrecht
Springer Netherlands
01-09-2020
Springer Nature B.V |
| Subjects: | |
| Online Access: | Get full text |
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| Abstract | Masonry structures, although classically suitable to withstand gravitational loads, are sensibly vulnerable if subjected to extraordinary actions such as earthquakes, exhibiting cracks even for events of moderate intensity compared to other structural typologies like as reinforced concrete or steel buildings. In the last half-century, the scientific community devoted a consistent effort to the computational analysis of masonry structures in order to develop tools for the prediction (and the assessment) of their structural behavior. Given the complexity of the mechanics of masonry, different approaches and scales of representation of the mechanical behavior of masonry, as well as different strategies of analysis, have been proposed. In this paper, a comprehensive review of the existing modeling strategies for masonry structures, as well as a novel classification of these strategies are presented. Although a fully coherent collocation of all the modeling approaches is substantially impossible due to the peculiar features of each solution proposed, this classification attempts to make some order on the wide scientific production on this field. The modeling strategies are herein classified into four main categories: block-based models, continuum models, geometry-based models, and macroelement models. Each category is comprehensively reviewed. The future challenges of computational analysis of masonry structures are also discussed. |
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| AbstractList | Masonry structures, although classically suitable to withstand gravitational loads, are sensibly vulnerable if subjected to extraordinary actions such as earthquakes, exhibiting cracks even for events of moderate intensity compared to other structural typologies like as reinforced concrete or steel buildings. In the last half-century, the scientific community devoted a consistent effort to the computational analysis of masonry structures in order to develop tools for the prediction (and the assessment) of their structural behavior. Given the complexity of the mechanics of masonry, different approaches and scales of representation of the mechanical behavior of masonry, as well as different strategies of analysis, have been proposed. In this paper, a comprehensive review of the existing modeling strategies for masonry structures, as well as a novel classification of these strategies are presented. Although a fully coherent collocation of all the modeling approaches is substantially impossible due to the peculiar features of each solution proposed, this classification attempts to make some order on the wide scientific production on this field. The modeling strategies are herein classified into four main categories: block-based models, continuum models, geometry-based models, and macroelement models. Each category is comprehensively reviewed. The future challenges of computational analysis of masonry structures are also discussed. |
| Author | Lagomarsino, Sergio D’Altri, Antonio Maria Sarhosis, Vasilis Sacco, Elio Cattari, Serena de Miranda, Stefano Castellazzi, Giovanni Milani, Gabriele Tralli, Antonio Rots, Jan |
| Author_xml | – sequence: 1 givenname: Antonio Maria orcidid: 0000-0002-4932-4554 surname: D’Altri fullname: D’Altri, Antonio Maria email: am.daltri@unibo.it organization: Department of Civil, Chemical, Environmental, and Materials Engineering (DICAM), University of Bologna – sequence: 2 givenname: Vasilis surname: Sarhosis fullname: Sarhosis, Vasilis organization: School of Civil Engineering, University of Leeds – sequence: 3 givenname: Gabriele surname: Milani fullname: Milani, Gabriele organization: Department of Architecture, Built Environment and Construction Engineering (A.B.C.), Politecnico di Milano – sequence: 4 givenname: Jan surname: Rots fullname: Rots, Jan organization: Faculty of Civil Engineering and Geosciences, Delft University of Technology – sequence: 5 givenname: Serena surname: Cattari fullname: Cattari, Serena organization: Department of Civil, Chemical and Environmental Engineering (DICCA), University of Genoa – sequence: 6 givenname: Sergio surname: Lagomarsino fullname: Lagomarsino, Sergio organization: Department of Civil, Chemical and Environmental Engineering (DICCA), University of Genoa – sequence: 7 givenname: Elio surname: Sacco fullname: Sacco, Elio organization: Department of Structures for Engineering and Architecture, University of Naples Federico II – sequence: 8 givenname: Antonio surname: Tralli fullname: Tralli, Antonio organization: Engineering Department, University of Ferrara – sequence: 9 givenname: Giovanni surname: Castellazzi fullname: Castellazzi, Giovanni organization: Department of Civil, Chemical, Environmental, and Materials Engineering (DICAM), University of Bologna – sequence: 10 givenname: Stefano surname: de Miranda fullname: de Miranda, Stefano organization: Department of Civil, Chemical, Environmental, and Materials Engineering (DICAM), University of Bologna |
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| SubjectTerms | Classification Concrete construction Continuum modeling Cracks Engineering Masonry Mathematical and Computational Engineering Mechanical properties Original Paper Reinforced concrete Reinforcing steels |
| Title | Modeling Strategies for the Computational Analysis of Unreinforced Masonry Structures: Review and Classification |
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