dc.contributor
Agencia Estatal de Investigación
dc.contributor.author
Agha Bagloo, Mehdi
dc.contributor.author
Carreras Blasco, Laura
dc.contributor.author
Prasad, Manish
dc.contributor.author
Codina Le Boudal, Alba
dc.contributor.author
Marta Baena
dc.date.accessioned
2025-12-05T04:19:52Z
dc.date.available
2025-12-05T04:19:52Z
dc.date.issued
2025-10-06
dc.identifier
http://hdl.handle.net/10256/27856
dc.identifier.uri
https://hdl.handle.net/10256/27856
dc.description.abstract
With the emergence and diversity of various strengthening methods in fibre-reinforced polymer (FRP) strengthened reinforced concrete (RC), understanding and comparing the bond behaviour and active bond mechanisms of these different methods is crucial before their application. In this context, a general method applicable to various strengthening techniques employed to develop accurate bond-slip models and identify the active bond mechanisms is proposed. This approach is based on experimental load-slip behaviour data and does not rely on a predefined model shape. To this end, this paper presents an experimental study on various strengthening techniques, including externally bonded reinforcement (EBR), externally bonded reinforcement on grooves (EBROG), hybrid bonded (HB), and near-surface mounted (NSM), all tested under a single lap-shear test. Here, the results of single-shear bond tests are analysed to examine the manifestation of different activated bond mechanics from various strengthening techniques in the bond-slip law and to compare their bond behaviours
dc.description.abstract
This work was supported by the Spanish Ministry of Science, Innovation and Universities (MICIU/AEI/https://doi.org/10.13039/501100011033) [Project Refs. PID2020-119015 GB-C22 and PID2023-150934NB-C32]; the Generalitat de Catalunya co-funded by Banco Santander [Grant Number IFUdG 2021/01] and the Spanish Ministry of Science and Innovation (MCIN/AEI/https://doi.org/10.13039/501100011033) [Grants Numbers PRE2021-100670 and RYC2021-032171-I
dc.format
application/pdf
dc.relation
info:eu-repo/semantics/altIdentifier/doi/10.1186/s40069-025-00838-5
dc.relation
info:eu-repo/semantics/altIdentifier/issn/1976-0485
dc.relation
info:eu-repo/semantics/altIdentifier/eissn/2234-1315
dc.relation
PID2020-119015GB-C22
dc.relation
PID2023-150934NB-C32
dc.relation
info:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020/PID2020-119015GB-C22/ES/MEJORA DE LA EFICIENCIA DEL REFUERZO DE ESTRUCTURAS DE HORMIGON CON FRP. ANALISIS Y DISEÑO DE SISTEMAS DE ANCLAJE PARA EVITAR EL FALLO PREMATURO POR ADHERENCIA/
dc.relation
info:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2021-2023/PID2023-150934NB-C32/ES/ESTRUCTURAS DE HORMIGON SOSTENIBLES REFORZADAS CON FRP CON ESTRATEGIAS INNOVADORAS DE PREVENCION DE FALLO ADHERENTE EN FLEXION. EFECTO DE TEMPERATURA Y DISTRIBUCION DE CARGA/
dc.rights
Reconeixement-NoComercial-SenseObraDerivada 4.0 Internacional
dc.rights
http://creativecommons.org/licenses/by-nc-nd/4.0
dc.rights
info:eu-repo/semantics/openAccess
dc.source
International Journal of Concrete Structures And Materials, 2025, vol. 19, art.núm. 92
dc.source
Articles publicats (D-EMCI)
dc.source
Agha Bagloo, Mehdi Carreras Blasco, Laura Prasad, Manish Codina Le Boudal, Alba Marta Baena 2025 Assessment of the experimental and numerical bond-slip law of various strengthening systems in reinforced concrete elements International Journal Of Concrete Structures And Materials 19 art.num. 92
dc.subject
Assaigs de materials
dc.subject
Reinforced concrete
dc.subject
Materials testing
dc.title
Assessment of the experimental and numerical bond-slip law of various strengthening systems in reinforced concrete elements
dc.type
info:eu-repo/semantics/article
dc.type
info:eu-repo/semantics/publishedVersion
