dc.contributor.author | Insausti Irastorza, Nagore | |
dc.contributor.author | Adarraga Usabiaga, María Iciar | |
dc.contributor.author | Carbajal, Neftalí | |
dc.contributor.author | Mujika Garitano, Faustino | |
dc.date.accessioned | 2024-02-08T08:40:19Z | |
dc.date.available | 2024-02-08T08:40:19Z | |
dc.date.issued | 2020-01-30 | |
dc.identifier.citation | Polymer Testing 81 : (2020) // Article ID 106154 | es_ES |
dc.identifier.issn | 0142-9418 | |
dc.identifier.uri | http://hdl.handle.net/10810/64927 | |
dc.description.abstract | The different compressive and tensile moduli of fibre reinforced composites have been considered in the analysis of the flexural and shear moduli of I-beams. Firstly, the neutral axis has been determined analytically and then, assuming that location of the neutral axis, the analytical flexural modulus of I-beams has also been obtained. In order to assess the proposed procedure, virtual pure bending and three-point bending tests at different spans have been carried out using the finite element method. The compressive and tensile moduli have been taken into account by defining two parts in the numerical models. The numerical flexural and shear moduli have been determined by reducing the data obtained in the virtual tests. Analytical and numerical results are in good agreement. Therefore, the flexural modulus determined by the proposed analytical approach can be introduced as a material property in the finite element method. | es_ES |
dc.description.sponsorship | UPV/EHU GIU 16/51 Grupo Mecánica de Materiales | es_ES |
dc.language.iso | eng | es_ES |
dc.publisher | Elsevier | es_ES |
dc.rights | info:eu-repo/semantics/openAccess | es_ES |
dc.rights.uri | https://creativecommons.org/licenses/by-nc-nd/4.0/ | |
dc.subject | tensile modulus | es_ES |
dc.subject | compressive modulus | es_ES |
dc.subject | flexural modulus | es_ES |
dc.subject | shear modulus | es_ES |
dc.subject | bending tests | es_ES |
dc.title | Numerical assessment of the analytical models used to determine flexural and shear moduli in I-Beams when the tensile and compressive moduli are different | es_ES |
dc.type | info:eu-repo/semantics/article | es_ES |
dc.rights.holder | © 2019 Elsevier Ltd. under CC BY-NC-ND licence (https://creativecommons.org/licenses/by-nc-nd/4.0/) | es_ES |
dc.relation.publisherversion | https://www.sciencedirect.com/science/article/pii/S0142941819305501 | es_ES |
dc.identifier.doi | 10.1016/j.polymertesting.2019.106288 | |
dc.departamentoes | Ingeniería mecánica | es_ES |
dc.departamentoeu | Ingeniaritza mekanikoa | es_ES |