An interface-based microscopic model for the failure analysis of masonry structures reinforced with timber retrofit solutions

An interface-based microscopic model for the failure analysis of masonry structures reinforced with timber retrofit solutions

This paper presents a refined Finite Element (FE) modeling strategy for analyzing the failure behavior of regular masonry structures reinforced with timber-based retrofit solutions. The proposed model schematizes the masonry as brick units, modeled using two-dimensional linear elastic plane stress...

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Bibliographic Details
Main Authors: Fabrizio Greco, Lorenzo Leonetti, Paolo Lonetti, Paolo Nevone Blasi, Arturo Pascuzzo, Giacinto Porco
Format: Article
Language:English
Published: Gruppo Italiano Frattura 2024-09-01
Series:Fracture and Structural Integrity
Subjects:
Masonry
crack propagation analysis
Finite elements
CZM (Cohesive Zone Model)
Timber
Retrofit
Online Access:https://www.fracturae.com/index.php/fis/article/view/5089
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