A coupled interface-body nonlocal damage model for the analysis of FRP strengthening detachment from cohesive material

In the present work, a new model of the FRP-concrete or masonry interface, which accounts for the coupling occurring between the degradation of the cohesive material and the FRP detachment, is presented; in particular, a coupled interface-body nonlocal damage model is proposed. A nonlocal damage and...

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Main Authors: J. Toti, E. Sacco, S. Marfia
Format: Article
Language:English
Published: Gruppo Italiano Frattura 2011-10-01
Series:Fracture and Structural Integrity
Online Access:http://www.gruppofrattura.it/pdf/rivista/numero18/numero_18_art_3.pdf
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author J. Toti
E. Sacco
S. Marfia
author_facet J. Toti
E. Sacco
S. Marfia
author_sort J. Toti
collection DOAJ
description In the present work, a new model of the FRP-concrete or masonry interface, which accounts for the coupling occurring between the degradation of the cohesive material and the FRP detachment, is presented; in particular, a coupled interface-body nonlocal damage model is proposed. A nonlocal damage and plasticity model is developed for the quasi-brittle material. For the interface, a model which accounts for the mode I, mode II and mixed mode of damage and for the unilateral contact and friction effects is developed. Two different ways of performing the coupling between the body damage and the interface damage are proposed and compared. Some numerical applications are carried out in order to assess the performances of the proposed model in reproducing the mechanical behavior of the masonry elements strengthened with external FRP reinforcements.
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publisher Gruppo Italiano Frattura
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series Fracture and Structural Integrity
spelling doaj-art-5b8b354a071f41b08e489bbfebff86aa2025-08-20T02:51:38ZengGruppo Italiano FratturaFracture and Structural Integrity1971-89932011-10-015182333A coupled interface-body nonlocal damage model for the analysis of FRP strengthening detachment from cohesive materialJ. TotiE. SaccoS. MarfiaIn the present work, a new model of the FRP-concrete or masonry interface, which accounts for the coupling occurring between the degradation of the cohesive material and the FRP detachment, is presented; in particular, a coupled interface-body nonlocal damage model is proposed. A nonlocal damage and plasticity model is developed for the quasi-brittle material. For the interface, a model which accounts for the mode I, mode II and mixed mode of damage and for the unilateral contact and friction effects is developed. Two different ways of performing the coupling between the body damage and the interface damage are proposed and compared. Some numerical applications are carried out in order to assess the performances of the proposed model in reproducing the mechanical behavior of the masonry elements strengthened with external FRP reinforcements.http://www.gruppofrattura.it/pdf/rivista/numero18/numero_18_art_3.pdf
spellingShingle J. Toti
E. Sacco
S. Marfia
A coupled interface-body nonlocal damage model for the analysis of FRP strengthening detachment from cohesive material
Fracture and Structural Integrity
title A coupled interface-body nonlocal damage model for the analysis of FRP strengthening detachment from cohesive material
title_full A coupled interface-body nonlocal damage model for the analysis of FRP strengthening detachment from cohesive material
title_fullStr A coupled interface-body nonlocal damage model for the analysis of FRP strengthening detachment from cohesive material
title_full_unstemmed A coupled interface-body nonlocal damage model for the analysis of FRP strengthening detachment from cohesive material
title_short A coupled interface-body nonlocal damage model for the analysis of FRP strengthening detachment from cohesive material
title_sort coupled interface body nonlocal damage model for the analysis of frp strengthening detachment from cohesive material
url http://www.gruppofrattura.it/pdf/rivista/numero18/numero_18_art_3.pdf
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