A hemivariational damageable elastoplastic vertex-spring model for masonry analysis-Reference-Cited by-同舟云学术

A hemivariational damageable elastoplastic vertex-spring model for masonry analysis

Published:2024-03-16 Issue: Volume: Page:
ISSN:1081-2865
Container-title:Mathematics and Mechanics of Solids
language:en
Short-container-title:Mathematics and Mechanics of Solids

Author:

Tran Chuong Anthony¹^ORCID,Leòn Trujillo Francisco James²,Salvatori Antonello³,Solci Margherita⁴,Causin Andrea⁴,Placidi Luca⁵^ORCID,Barchiesi Emilio⁶

Affiliation:

1. Dipartimento di Ingegneria Civile, Edile-Architettura, Ambientale (DICEAA), Università degli Studi dell’Aquila, L’Aquila, Italy; International Research Center for the Mathematics and Mechanics of Complex Systems (M&MoCS), Università degli Studi dell’Aquila, L’Aquila, Italy; Dipartimento di Architettura, Design e Urbanistica (DADU), Università degli Studi di Sassari, Alghero, Italy

2. Instituto de Investigaciòn Científica, Universidad de Lima, Lima, Peru

3. Dipartimento di Ingegneria Civile, Edile-Architettura, Ambientale (DICEAA), Università degli Studi dell’Aquila, L’Aquila, Italy

4. Dipartimento di Architettura, Design e Urbanistica (DADU), Università degli Studi di Sassari, Alghero, Italy

5. International Research Center for the Mathematics and Mechanics of Complex Systems (M&MoCS), Università degli Studi dell’Aquila, L’Aquila, Italy; Faculty of Engineering, Uninettuno International Telematic University, Rome, Italy

6. International Research Center for the Mathematics and Mechanics of Complex Systems (M&MoCS), Università degli Studi dell’Aquila, L’Aquila, Italy; Dipartimento di Architettura, Design e Urbanistica (DADU), Università degli Studi di Sassari, Alghero, Italy

Abstract

This work is an intermediate step towards the extension of a recently proposed block-based model for masonry structures, which was based on a hemivariational approach and inspired from granular micromechanics. Here, contrarily to the previous model, plastic effects will also be taken into account along with damage and elastic behaviours, and the full hemivariational derivation of the strong-form (in)equations will be detailed for the case of a lone vertex spring. The resulting model and methods shall then be used in future works to enrich the behaviours modelled by the previously mentioned masonry model.

Publisher

SAGE Publications

Link

https://journals.sagepub.com/doi/pdf/10.1177/10812865241233008

Reference43 articles.

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