| dc.contributor.author | González García, María de las Nieves | |
| dc.contributor.author | Prieto Barrio, María Isabel | |
| dc.contributor.author | Cobo Escamilla, Alfonso | |
| dc.contributor.author | Leal Matilla, Alberto | |
| dc.date.accessioned | 2024-06-05T16:11:57Z | |
| dc.date.available | 2024-06-05T16:11:57Z | |
| dc.date.issued | 2023 | |
| dc.identifier.citation | de las Nieves González, M., Prieto, M.I., Cobo, A., Matilla, A.L. (2023). Analytical and Experimental Study of Short Reinforced Concrete Beams Reinforced with CFRP. In: Bienvenido-Huertas, D., Durán-Álvarez, J. (eds) Building Engineering Facing the Challenges of the 21st Century. Lecture Notes in Civil Engineering, vol 345. Springer, Singapore. https://doi.org/10.1007/978-981-99-2714-2_12 | es |
| dc.identifier.isbn | 978-981-99-2713-5 | |
| dc.identifier.issn | 23662557 | |
| dc.identifier.uri | http://hdl.handle.net/20.500.12251/3189 | |
| dc.description.abstract | In this work, short reinforced concrete beams reinforced with carbon fibre fabrics externally bonded with epoxy resins (CFRP) have been tested in three-point bending. Two types of carbon fibers were used: high modulus of elasticity and high strength. The beams have been evaluated analytically with two different procedures: (i) using a tie rod and tierod model, this procedure would be the indicated one since all regions are in D-zones and, (ii) using the usual bending theory, as if all regions were in B zones. The results obtained allow: (i) check the influence of this type of reinforcement on the standard beams; (ii) compare the results obtained with both types of fibers; (iii) compare the results obtained with the two analytical procedures used for the analysis and; (iv) compare the analytical results with the experimental results. | es |
| dc.language.iso | eng | es |
| dc.publisher | Springer Science and Business | es |
| dc.title | Analytical and Experimental Study of Short Reinforced Concrete Beams Reinforced with CFRP | es |
| dc.type | bookPart | es |
| dc.identifier.doi | 10.1007/978-981-99-2714-2_12 | |
| dc.page.initial | 197 | es |
| dc.page.final | 213 | es |
| dc.rights.accessRights | openAccess | es |
| dc.subject.keyword | Vigas de hormigón | es |
| dc.subject.keyword | Estructuras de hormigón armado | es |
| dc.subject.keyword | Refuerzo estructuras | es |
| dc.subject.keyword | Fibra de refuerzo | es |
| dc.subject.keyword | Fibra de carbono | es |
| dc.subject.keyword | Material de construcción | es |
| dc.subject.keyword | Cálculo estructural | es |
| dc.subject.keyword | Laminado CFRP | es |
| dc.subject.keyword | Resistencia mecánica | es |
| dc.subject.unesco | 3305.05 Tecnología del Hormigón | es |
| dc.subject.unesco | 3305.33 Resistencia de Estructuras | es |
| dc.subject.unesco | 3312.08 Propiedades de Los Materiales | es |
| dc.subject.unesco | 3312.12 Ensayo de Materiales | es |
| dc.subject.unesco | 2211.02 Materiales Compuestos | es |
