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dc.contributor.authorRescalvo Fernández, Francisco José 
dc.contributor.authorTimbolmas, Cristian Ioan 
dc.contributor.authorBravo Pareja, Rafael 
dc.contributor.authorPortela, María
dc.contributor.authorLorenzana, José
dc.date.accessioned2025-12-22T09:50:58Z
dc.date.available2025-12-22T09:50:58Z
dc.date.issued2022-11-22
dc.identifier.citationPublisher version: Rescalvo, F.J., Timbolmas, C., Bravo, R., Portela, M. & Lorenzana, J. (2023). Multi-side Digital Image Correlation (DIC) evaluation of CFRP bonded to poplar timber. (31), 15 Mechanics of Advanced Materials and Structures. https://doi.org/10.1080/15376494.2023.2175396es_ES
dc.identifier.issn1537-6494
dc.identifier.issn1537-6532
dc.identifier.urihttps://hdl.handle.net/10481/109102
dc.descriptionThis work was supported by the Ministerio de Economía, Industria y Competitividad under Grants BIA2017-82650-R and PID2020-114386RB-I00es_ES
dc.description.abstractDigital Image Correlation (DIC) is a technique that permits full analysis of the strain field distribution upon the surface of solids. The nonlinear bonding interaction between poplar timber and CFRP (Carbon Fiber Reinforced Polymers) reinforcement under mixed mode I&II is analyzed. The test setup inserts an eccentric axial load and a corresponding bending moment. The experiments show strain distributions composed of two lateral transfer zones in which bonding mode II predominates and, a central zone of constant strain in which bonding mode I is dominant. The maximum load capacity increases with the bond length until the effective bond length.es_ES
dc.description.sponsorshipMinisterio de Economía, Industria y Competitividad, BIA2017-82650-R and PID2020-114386RB-I00es_ES
dc.language.isoenges_ES
dc.publisherTaylor and Francises_ES
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subjectDigital Image Correlation (DIC)es_ES
dc.subjectPoplar timberes_ES
dc.subjectMixed mode I&IIes_ES
dc.titleMulti-side Digital Image Correlation (DIC) evaluation of CFRP bonded to poplar timberes_ES
dc.typejournal articlees_ES
dc.rights.accessRightsopen accesses_ES
dc.identifier.doi10.1080/15376494.2023.2175396
dc.type.hasVersionAOes_ES


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Attribution-NonCommercial-NoDerivatives 4.0 Internacional
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