000150252 001__ 150252
000150252 005__ 20251017144636.0
000150252 0247_ $$2doi$$a10.1080/15376494.2023.2248122
000150252 0248_ $$2sideral$$a135173
000150252 037__ $$aART-2024-135173
000150252 041__ $$aeng
000150252 100__ $$aPueyo, David José
000150252 245__ $$aExperimental determination for interlaminar tensile strength of reinforced epoxy composites with flax fibers for L-angle specimens
000150252 260__ $$c2024
000150252 5060_ $$aAccess copy available to the general public$$fUnrestricted
000150252 5203_ $$aThe growing demand of laminated composite materials made of natural fibers and resins with a lower environmental impact in different applications requires a more detailed understanding about the performance during its service considering the delamination in curved parts are one of the most critical failure mechanisms. The present study focuses on an experimental investigation and calculation of the interlaminar tensile strength of unidirectional flax/epoxy laminated curved beams featuring varying thicknesses. The assessment is conducted through a four-point-bending test, in accordance with the ASTM D6415 standard, and the outcomes are subsequently correlated with the employed formulae. The study also involves an examination of the formulation and methodology applicability for the ILTS calculation of unidirectional flax/epoxy laminated curved beams. The analysis includes the impact on maximum interlaminar tensile stress and the evolution of delamination in the flax/epoxy laminated curved beams post-failure behavior. These findings have significant implications for accurately predicting the interlaminar tensile strength and post-failure behavior of such laminated curved beams.
000150252 540__ $$9info:eu-repo/semantics/openAccess$$aby-nc-nd$$uhttps://creativecommons.org/licenses/by-nc-nd/4.0/deed.es
000150252 590__ $$a0.0$$b2024
000150252 592__ $$a0.895$$b2024
000150252 591__ $$aMATERIALS SCIENCE, CHARACTERIZATION & TESTING
000150252 593__ $$aCivil and Structural Engineering$$c2024$$dQ1
000150252 591__ $$aMECHANICS
000150252 593__ $$aMaterials Science (miscellaneous)$$c2024$$dQ1
000150252 591__ $$aMATERIALS SCIENCE, MULTIDISCIPLINARY
000150252 593__ $$aMechanics of Materials$$c2024$$dQ1
000150252 591__ $$aMATERIALS SCIENCE, COMPOSITES
000150252 593__ $$aMechanical Engineering$$c2024$$dQ1
000150252 593__ $$aMathematics (miscellaneous)$$c2024$$dQ1
000150252 655_4 $$ainfo:eu-repo/semantics/article$$vinfo:eu-repo/semantics/acceptedVersion
000150252 700__ $$0(orcid)0000-0002-6100-7412$$aCuartero, Jesús$$uUniversidad de Zaragoza
000150252 700__ $$0(orcid)0000-0001-8451-660X$$aRanz, David$$uUniversidad de Zaragoza
000150252 700__ $$aBarburski, Marcin
000150252 7102_ $$15004$$2530$$aUniversidad de Zaragoza$$bDpto. Ingeniería Mecánica$$cÁrea Ingen.e Infraestr.Transp.
000150252 7102_ $$15002$$2305$$aUniversidad de Zaragoza$$bDpto. Ingeniería Diseño Fabri.$$cÁrea Expresión Gráfica en Ing.
000150252 773__ $$g31, 26 (2024), 7621-7630$$pMech. adv. mat. struct.$$tMECHANICS OF ADVANCED MATERIALS AND STRUCTURES$$x1537-6532
000150252 8564_ $$s1100634$$uhttps://zaguan.unizar.es/record/150252/files/texto_completo.pdf$$yPostprint
000150252 8564_ $$s1723989$$uhttps://zaguan.unizar.es/record/150252/files/texto_completo.jpg?subformat=icon$$xicon$$yPostprint
000150252 909CO $$ooai:zaguan.unizar.es:150252$$particulos$$pdriver
000150252 951__ $$a2025-10-17-14:29:16
000150252 980__ $$aARTICLE