Browsing by Author "Galeote Moreno, Eduardo"
Now showing items 1-15 of 15
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Assessment of constitutive model for ultra-high performance fiber reinforced cement composites using the Barcelona test
(International Union of Laboratories and Experts in Construction Materials, Systems and Structures (RILEM), 2015)
Conference lecture
Restricted access - publisher's policyThe characterization of the post-cracking behavior of fiber reinforced cement composites (FRCC) represents a great challenge given the intrinsic scatter of the material and the need to use testing methods that are reliable ... -
Caracterización de hormigón de alta resistencia reforzado con microfibras metálicas
(2017)
Conference report
Restricted access - publisher's policyCon el objeto de caracterizar adecuadamente un hormigón de alta resistencia reforzado con fibras es necesario determinar la influencia de su dosificación, el contenido y tipo de fibra o la elección de los métodos de ensayo. ... -
Correlación entre el ensayo a flexotracción y el ensayo multidireccional para HRF
(Universitat Politècnica de Catalunya, 2014-02-25)
Master thesis
Restricted access - author's decision -
Correlation between the Barcelona test and the bending test in fibre reinforced concrete
(Elsevier, 2017-10)
Article
Restricted access - publisher's policyThe Barcelona test (BCN) is an alternative method to characterize the post-cracking behaviour of fibre reinforced concrete (FRC). Given its simplicity, the reduced scatter of the results and low material consumption, the ... -
Correlation between the Barcelona test and the three-point bending test for the characterization of SCFRC
(Universidade do Porto, 2015)
Conference report
Restricted access - publisher's policySelf-compacting concrete has proved itself to be a suitable solution in many scopes of construction industry. Its higher performance and better flowability has allowed considering its use in new applications. Nevertheless, ... -
Cuantías mínimas de refuerzo para dovelas de hormigón reforzado con fibras para anillos túnel: campaña experimental
(2017)
Conference report
Restricted access - publisher's policyPara establecer la cuantía mínima de refuerzo y asegurar la respuesta dúctil de una estructura ante una eventual fisura, el fib Model Code 2010 establece unos requisitos resistentes y deformacionales. En elementos isostáticos ... -
Design-oriented approach to determine FRC constitutive law parameters considering the size effect
(2020-05)
Article
Open AccessTensile strength constitutive laws for fibre reinforced concrete (FRC) are commonly defined through the parameters of flexural tests conducted on standard prismatic specimens. However, there are no specific criteria to ... -
Influencia de la nanosílice sobre las características de un microhormigón de ultra alta resistencia
(Universitat Politècnica de Catalunya, 2012-06-18)
Bachelor thesis
Open Access -
Influencia del efecto escala en los parámetros de diseño de hormigón reforzado con fibras
(2022)
Conference report
Open AccessDebido a la reducción de la resistencia residual del hormigón reforzado con fibras (HRF) al incrementar el tamaño de un elemento, resulta de gran interés determinar el alcance del efecto escala para el cálculo de los ... -
Neural network-aided prediction of post-cracking tensile strength of fibre-reinforced concrete
(2021-11)
Article
Open AccessStructural fibres are an effective method to improve concrete post-cracking tensile strength (fctR). Currently, the characterization of this property is mainly performed experimentally. This is a source of uncertainties ... -
Optimización del control de calidad para hormigón con fibras mediante el ensayo Barcelona y el método inductivo
(Fundació Privada Institut d'Estudis Estructurals, 2019)
Conference report
Open AccessEl ensayo de flexotracción a tres puntos es uno de los métodos más empleados en la caracterización de la resistencia residual y el control de calidad del hormigón reforzado con fibras (HRF). Sin embargo, la elevada ... -
Optimization of design procedures and quality control for FRC
(Universitat Politècnica de Catalunya, 2018-12-14)
Doctoral thesis
Open AccessFibre reinforced concrete (FRC) presents objectively proven advantages in terms of post-cracking strength and manufacturing procedures. As a result, FRC with structural responsibility is increasingly being used in the ... -
Size effect on post-cracking strength of high performance fibre-reinforced concrete
(Springer, 2017)
Conference lecture
Restricted access - publisher's policyThe size effect is a well-known phenomenon in the design of reinforced concrete structures. Although it has been studied extensively for conventional concrete with or without traditional reinforcement, its influence on ... -
Statistical analysis of an experimental database on residual flexural strengths of fiber reinforced concretes: performance-based equations
(Wiley (John Wiley & Sons), 2022-04)
Article
Open AccessThe postcracking capacity of fiber reinforced concrete (FRC) mainly depends on the content, material, and geometry of the fibers considered. Even though the general influence of these factors on FRC behavior has been ... -
Structural fibre-reinforced cement-based composite designed for particle bed 3D printing systems: case study Parque de Castilla Footbridge in Madrid
(2022-07)
Article
Open AccessThis paper presents the material and process-related research that underpinned the realisation of the Parque de Castilla Footbridge in Madrid in 2016, going from the laboratory to the industrial scale. The fibre-reinforced ...
