Validation of a Hemi-Variational Block-Based Approach to the Modelling of Common In-plane Failures in Masonry Structures

José Manuel Torres Espino; Jaime Heman Espinoza Sandoval; Chuong Anthony Tran; Roberto Fedele; Emilio Turco; Francesco dell’Isola; Luca Placidi; Anil Misra; Francisco James León Trujillo; Emilio Barchiesi

doi:10.1007/978-3-031-26186-2_13

Validation of a Hemi-Variational Block-Based Approach to the Modelling of Common In-plane Failures in Masonry Structures

José Manuel Torres Espino, Jaime Heman Espinoza Sandoval, Chuong Anthony Tran, Roberto Fedele, Emilio Turco, Francesco dell’Isola, Luca Placidi, Anil Misra, Francisco James León Trujillo, Emilio Barchiesi

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Resumen

Numerical simulations of several planar failure modes of masonry structures are presented, based on the model and solving code from a recent hemivariational block-based model inspired from granular micromechanics (Tran et al. [33]). The numerical tests include a comparison with literature results for a constant shearing load, a parametric study of the influence of mortar thickness, and the simulation of common failures such as bending, shear sliding, and rocking. The results show that the studied model is able to capture common failure modes. Conclusions and insights towards the extension of the studied model are then given.

Idioma original	Inglés estadounidense
Título de la publicación alojada	Advanced Structured Materials
Editorial	Springer Science and Business Media Deutschland GmbH
Páginas	191-210
-	20
DOI	https://doi.org/10.1007/978-3-031-26186-2_13
Estado	Indizado - 2023
Publicado de forma externa	Sí

Serie de la publicación

Nombre	Advanced Structured Materials
Volumen	170
ISSN (versión impresa)	1869-8433
ISSN (versión digital)	1869-8441

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Publisher Copyright:
© 2023, The Author(s), under exclusive license to Springer Nature Switzerland AG.

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10.1007/978-3-031-26186-2_13

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Espino, J. M. T., Sandoval, J. H. E., Tran, C. A., Fedele, R., Turco, E., dell’Isola, F., Placidi, L., Misra, A., Trujillo, F. J. L., & Barchiesi, E. (2023). Validation of a Hemi-Variational Block-Based Approach to the Modelling of Common In-plane Failures in Masonry Structures. En Advanced Structured Materials (pp. 191-210). (Advanced Structured Materials; Vol. 170). Springer Science and Business Media Deutschland GmbH. https://doi.org/10.1007/978-3-031-26186-2_13

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title = "Validation of a Hemi-Variational Block-Based Approach to the Modelling of Common In-plane Failures in Masonry Structures",

abstract = "Numerical simulations of several planar failure modes of masonry structures are presented, based on the model and solving code from a recent hemivariational block-based model inspired from granular micromechanics (Tran et al. [33]). The numerical tests include a comparison with literature results for a constant shearing load, a parametric study of the influence of mortar thickness, and the simulation of common failures such as bending, shear sliding, and rocking. The results show that the studied model is able to capture common failure modes. Conclusions and insights towards the extension of the studied model are then given.",

keywords = "Block-Based model, Hemivariational model, Masonry failure, Masonry structures, numerical simulations, Variational model",

author = "Espino, {Jos{\'e} Manuel Torres} and Sandoval, {Jaime Heman Espinoza} and Tran, {Chuong Anthony} and Roberto Fedele and Emilio Turco and Francesco dell{\textquoteright}Isola and Luca Placidi and Anil Misra and Trujillo, {Francisco James Le{\'o}n} and Emilio Barchiesi",

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year = "2023",

doi = "10.1007/978-3-031-26186-2_13",

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Espino, JMT, Sandoval, JHE, Tran, CA, Fedele, R, Turco, E, dell’Isola, F, Placidi, L, Misra, A, Trujillo, FJL & Barchiesi, E 2023, Validation of a Hemi-Variational Block-Based Approach to the Modelling of Common In-plane Failures in Masonry Structures. En Advanced Structured Materials. Advanced Structured Materials, vol. 170, Springer Science and Business Media Deutschland GmbH, pp. 191-210. https://doi.org/10.1007/978-3-031-26186-2_13

Validation of a Hemi-Variational Block-Based Approach to the Modelling of Common In-plane Failures in Masonry Structures. / Espino, José Manuel Torres; Sandoval, Jaime Heman Espinoza; Tran, Chuong Anthony et al.
Advanced Structured Materials. Springer Science and Business Media Deutschland GmbH, 2023. p. 191-210 (Advanced Structured Materials; Vol. 170).

Producción científica: Libro o Capítulo del libro › Capítulo de Libro › revisión exhaustiva

TY - CHAP

T1 - Validation of a Hemi-Variational Block-Based Approach to the Modelling of Common In-plane Failures in Masonry Structures

AU - Espino, José Manuel Torres

AU - Sandoval, Jaime Heman Espinoza

AU - Tran, Chuong Anthony

AU - Fedele, Roberto

AU - Turco, Emilio

AU - dell’Isola, Francesco

AU - Placidi, Luca

AU - Misra, Anil

AU - Trujillo, Francisco James León

AU - Barchiesi, Emilio

PY - 2023

Y1 - 2023

N2 - Numerical simulations of several planar failure modes of masonry structures are presented, based on the model and solving code from a recent hemivariational block-based model inspired from granular micromechanics (Tran et al. [33]). The numerical tests include a comparison with literature results for a constant shearing load, a parametric study of the influence of mortar thickness, and the simulation of common failures such as bending, shear sliding, and rocking. The results show that the studied model is able to capture common failure modes. Conclusions and insights towards the extension of the studied model are then given.

AB - Numerical simulations of several planar failure modes of masonry structures are presented, based on the model and solving code from a recent hemivariational block-based model inspired from granular micromechanics (Tran et al. [33]). The numerical tests include a comparison with literature results for a constant shearing load, a parametric study of the influence of mortar thickness, and the simulation of common failures such as bending, shear sliding, and rocking. The results show that the studied model is able to capture common failure modes. Conclusions and insights towards the extension of the studied model are then given.

KW - Block-Based model

KW - Hemivariational model

KW - Masonry failure

KW - Masonry structures

KW - numerical simulations

KW - Variational model

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DO - 10.1007/978-3-031-26186-2_13

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T3 - Advanced Structured Materials

SP - 191

EP - 210

BT - Advanced Structured Materials

PB - Springer Science and Business Media Deutschland GmbH

ER -

Espino JMT, Sandoval JHE, Tran CA, Fedele R, Turco E, dell’Isola F et al. Validation of a Hemi-Variational Block-Based Approach to the Modelling of Common In-plane Failures in Masonry Structures. En Advanced Structured Materials. Springer Science and Business Media Deutschland GmbH. 2023. p. 191-210. (Advanced Structured Materials). doi: 10.1007/978-3-031-26186-2_13

Validation of a Hemi-Variational Block-Based Approach to the Modelling of Common In-plane Failures in Masonry Structures

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