Ara es mostren els items 1-20 de 21

    • Analysis of design constitutive model for plastic fibre reinforced concrete through inverse analysis 

      Galeote Moreno, Eduardo; Nogales Arroyo, Alejandro; Fuente Antequera, Albert de la (Springer, 2021)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      The increasing use of fibre reinforced concrete (FRC) as a structural material requires a constant development of new tools for design purposes. In this line, different codes and guidelines include constitutive models for ...
    • Assessment of constitutive model for ultra-high performance fiber reinforced cement composites using the Barcelona test 

      Blanco Álvarez, Ana; Pialarissi Cavalaro, Sergio Henrique; Galeote Moreno, Eduardo; Aguado de Cea, Antonio (International Union of Laboratories and Experts in Construction Materials, Systems and Structures (RILEM), 2015)
      Comunicació de congrés
      Accés restringit per política de l'editorial
      The 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 

      Galeote Moreno, Eduardo; García Díaz, Yineth; Blanco Álvarez, Ana; Fuente Antequera, Albert de la (2017)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      Con 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. ...
    • Characterisation and modelling of a 3D concrete printed wall under flexure 

      Galeote Moreno, Eduardo; Egea, Carlos; Fuente Antequera, Albert de la (International Federation for Structural Concrete (fib), 2022)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      The use of 3D concrete printing (3DCP) opens a wide range of new and revolutionary possibilities in the construction industry. However, the development of materials and the manufacturing of structural elements face several ...
    • Correlación entre el ensayo a flexotracción y el ensayo multidireccional para HRF 

      Galeote Moreno, Eduardo (Universitat Politècnica de Catalunya, 2014-02-25)
      Projecte Final de Màster Oficial
      Accés restringit per decisió de l'autor
    • Correlation between the Barcelona test and the bending test in fibre reinforced concrete 

      Galeote Moreno, Eduardo; Blanco Álvarez, Ana; Pialarissi Cavalaro, Sergio Henrique; Fuente Antequera, Albert de la (Elsevier, 2017-10)
      Article
      Accés restringit per política de l'editorial
      The 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 

      Galeote Moreno, Eduardo; Pialarissi Cavalaro, Sergio Henrique; Fuente Antequera, Albert de la; Blanco Álvarez, Ana (Universidade do Porto, 2015)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      Self-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 

      Galeote Moreno, Eduardo; Quijano Arteaga, Nadia; Blanco Álvarez, Ana; Pinillos Lorenzana, Luis-Manuel; Fuente Antequera, Albert de la (2017)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      Para 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 

      Galeote Moreno, Eduardo; Blanco Álvarez, Ana; Fuente Antequera, Albert de la (2020-05)
      Article
      Accés obert
      Tensile 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 ...
    • Finite element analysis characterization of macro synthetic fibre reinforced concrete constitutive equation 

      Nogales Arroyo, Alejandro; Galeote Moreno, Eduardo; Fuente Antequera, Albert de la (Springer, 2021)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      Over the last years, the use of fibre reinforced concrete (FRC) has increased for structural purposes. For the structural design of FRC elements, there was a need of a model that developed the behaviour of the post-cracking ...
    • Influencia de la nanosílice sobre las características de un microhormigón de ultra alta resistencia 

      Galeote Moreno, Eduardo (Universitat Politècnica de Catalunya, 2012-06-18)
      Treball Final de Grau
      Accés obert
    • Influencia del efecto escala en los parámetros de diseño de hormigón reforzado con fibras 

      Galeote Moreno, Eduardo; Blanco Álvarez, Ana; Fuente Antequera, Albert de la (2022)
      Text en actes de congrés
      Accés obert
      Debido 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 

      Ikumi Montserrat, Tai; Galeote Moreno, Eduardo; Pujadas Álvarez, Pablo; Fuente Antequera, Albert de la; López Carreño, Ruben Daniel (2021-11)
      Article
      Accés obert
      Structural 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 ...
    • Neural network. Game theory coupled approach for predicting flexural performance of fibre-reinforced concrete 

      López Carreño, Rubén-Daniel; Ikumi Montserrat, Tai; Fuente Antequera, Albert de la; Galeote Moreno, Eduardo; Pujadas Álvarez, Pablo (Elsevier, 2024-06-01)
      Article
      Accés restringit per política de l'editorial
      The addition of fibres to concrete is an effective solution for enhancing its post-cracking tensile strength (fctR). Currently, this property is characterized through high-cost and time-consuming experimental tests since ...
    • Non-destructive techniques for determining the properties of fibre reinforced concrete 

      Galeote Moreno, Eduardo; Monserrat, Andrea; Ikumi Montserrat, Tai; Fuente Antequera, Albert de la (2022)
      Comunicació de congrés
      Accés restringit per política de l'editorial
      Non-destructive techniques can be used to assess the properties of FRC instead of performing tests that may increase testing time and material waste. Such techniques are oriented for both fresh and hardened state, enabling ...
    • Novel compressive constitutive model for 3D printed concrete 

      Galeote Moreno, Eduardo; Fuente Antequera, Albert de la (Springer, 2021)
      Comunicació de congrés
      Accés restringit per política de l'editorial
      3D concrete printing (3DCP) is emerging as a promising technology in the construction industry. From the engineering and architectural point of view, the use of 3DCP offers a great potential in terms of enhancing construction ...
    • Optimización del control de calidad para hormigón con fibras mediante el ensayo Barcelona y el método inductivo 

      Galeote Moreno, Eduardo; Fuente Antequera, Albert de la; Aguado de Cea, Antonio (Fundació Privada Institut d'Estudis Estructurals, 2019)
      Text en actes de congrés
      Accés obert
      El 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 

      Galeote Moreno, Eduardo (Universitat Politècnica de Catalunya, 2018-12-14)
      Tesi
      Accés obert
      Fibre 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 

      Galeote Moreno, Eduardo; Blanco Álvarez, Ana; Fuente Antequera, Albert de la; Goodier, Chris; Austin, Simon (Springer, 2017)
      Comunicació de congrés
      Accés restringit per política de l'editorial
      The 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 

      Galeote Moreno, Eduardo; Picazo, Alvaro; De Marcos Garcia, Alberto; Fuente Antequera, Albert de la; Enfedaque, Alejandro; Gálvez, Jaime C.; Aguado de Cea, Antonio (Wiley (John Wiley & Sons), 2022-04)
      Article
      Accés obert
      The 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 ...