Ara es mostren els items 51-70 de 93

    • Mecanismos tridimensionales de rotura en estribos de presas bóveda. Estudio de la seguridad 

      Alonso Pérez de Agreda, Eduardo; Carol, Ignacio; Gens Solé, Antonio; Balcells Prat, Pere; Herrero Pérez, Eugenio (Comité Nacional Español de Grandes Presas (SPANCOLD), 1993)
      Text en actes de congrés
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      En el articulo se describe un procedimiento para la determinación de coeficientes de seguridad frente al deslizamiento de cuñas de roca pertenecientes a los estribos de presas bóveda. La metodología requiere un cálculo ...
    • Meso-mechanical analysis of the fracture of concrete specimens in mixed mode 

      Rodríguez, Mariana; López Garello, Carlos María; Carol, Ignacio; Caner, Ferhun Cem (2009)
      Text en actes de congrés
      Accés restringit per decisió de l'autor
      This paper describes recent numerical simulation results of some experiments carried out by Nooru-Mohamed to study mixed mode fracture of concrete. The numerical simulation is based on a meso-mechanical model developed ...
    • Mesomechanical analysis of concrete under loading that generates rotation of cracking 

      Puiggrós, L.; López Garello, Carlos María; Rodríguez, Mariana; Carol, Ignacio (CIMNE, 2015)
      Comunicació de congrés
      Accés obert
      Willam´s test has been often used to compare constitutive models which take into account induced anisotropy due to damage and cracking. This numerical test emulates the continuous rotation of the principal stress and ...
    • Methods for FEM stress initialization based on stress functions, and application to a reservoir cross-section 

      Aliguer Piferrer, Ignasi; Rafels Ybern, Carles; Jaqués Adell, Irene; Carol, Ignacio; Prat Catalán, Pere; Lakashmikhanta, Ramasesha; Segura Segarra, José María (OnePetro, 2013)
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      Accés restringit per política de l'editorial
      An accurate description of the in-situ stress field in a rock mass is crucial in different areas of geo-engineering such as: underground excavations, hydrocarbon extraction, CO2 storage, hydraulic fracture etc. In this ...
    • Micromechanical analysis of damage and fracture in sandstone rock specimens, using zero-thickness interface elements 

      Garolera Vinent, Daniel; Carol, Ignacio; López Garello, Carlos María (CIMNE, 2011)
      Text en actes de congrés
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      This numerical study deals with the analysis of rock specimens from a micromechanical point of view. The analysis is based on the Finite Element Method (FEM) with fracture-based zero-thickness interface elements, and ...
    • Micromechanical analysis of sand production 

      Garolera Vinent, Daniel; Carol, Ignacio; Papanastasiou, Panos (2019-04)
      Article
      Accés obert
      We present a micromechanical approach based on zero-thickness interface elements for modelling advanced localization and cracking states of cemented granular materials, such as reservoir sandstones. The proposed methodology ...
    • Model for alkali-silica reaction expansions in concrete using zero-thickness chemo-mechanical interface elements 

      Liaudat, Joaquín; Carol, Ignacio; López Garello, Carlos María (2020-12)
      Article
      Accés obert
      Alkali-Silica Reaction (ASR) is a particular type of chemical reaction in concrete, which produces cracking and overall expansion of the affected structural element due to the formation of expansive reaction products within ...
    • Modeling concrete expansions via couped C-M mesoscale analysis with zero-thickness interface elements, and lab experiments 

      Carol, Ignacio; Liaudat, Joaquín; López Garello, Carlos María (ISTE-Wiley, 2017)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      This paper briefly summarizes ongoing developments on C-M coupled modelling of concrete swelling due to external sulfate attack and due to alkali-silica reaction. Both models are based on a meso-mechanical model for concrete, ...
    • Modeling of drying shrinkage of concrete specimens at the meso-level 

      Idiart Castellano, Andrés Enrique; López Garello, Carlos María; Carol, Ignacio (2010)
      Article
      Accés restringit per política de l'editorial
      In this paper, an existing mesomechanical model for cementitious materials is extended to the domain of diffusion-driven phenomena. The model is based on the Finite Element Method, and uses zerothickness interface elements ...
    • Modeling of heat and mass transfer induced by high temperature in concrete 

      Rodríguez, Mariana; López Garello, Carlos María; Carol, Ignacio (CIMNE, 2015)
      Text en actes de congrés
      Accés obert
      In the context of a long term development of a general meso-mechanical model for concrete under mechanical and environmental actions, this paper describes the on-going work to represent theheat and moisture transfer in ...
    • Modelling acid attack of oil-well cement exposed to carbonated brine: effect of specimen geometry on experimental results 

      Barandiarán Villegas, Lucía Belén; Liaudat, Joaquín; López Garello, Carlos María; Carol, Ignacio (CIMNE, 2019)
      Text en actes de congrés
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      In recent years, the authors and co-workers have developed a diffusion-reaction model for the degradation process of oil-well cements exposed to carbonated brines in the context of CO2 capture and storage in abandoned oil ...
    • Modelling acid attack of oilwell cement exposed to carbonated brine 

      Liaudat, Joaquín; Martínez Estévez, Ariadna; López Garello, Carlos María; Carol, Ignacio (John Gale, 2018-01)
      Article
      Accés obert
      A diffusion-reaction model for the carbonation process of oilwell cement exposed to carbonated brine under CO2 geological storage conditions is presented. The formulation consists of two main diffusion/reaction field ...
    • Modelling acid attack of oilwell cement exposed to carbonated brine: effect of specimen geometry on experimental results 

      Barandiarán Villegas, Lucía Belén; Liaudat, Joaquín; López Garello, Carlos María; Carol, Ignacio (2019)
      Text en actes de congrés
      Accés obert
      In recent years, the authors and co-workers have developed a diffusion-reaction model for the degradation process of oilwell cements exposed to carbonated brines in the context of CO2 capture and storage in abandoned oil ...
    • Modelling of heat and moisture transfer in concrete at high temperature 

      Rodríguez, Mariana; López Garello, Carlos María; Carol, Ignacio (2017)
      Text en actes de congrés
      Accés obert
      Moisture diffusion and related fluid pressures play a key role in cracking and spalling of concrete subject to high temperatures. This paper describes recent developments of a mode for moisture and heat transfer in porous ...
    • Modelling of heat and moisture transfer in concrete at high temperature 

      Rodríguez, M.; López Garello, Carlos María; Carol, Ignacio (CIMNE, 2017)
      Text en actes de congrés
      Accés obert
      Moisture diffusion and related fluid pressures play a key role in cracking and spalling of concrete subject to high temperatures. This paper describes recent developments of a mode for moisture and heat transfer in porous ...
    • Modelos isoparamétricos de juntas en macizos rocosos: aplicaciones 

      Carol, Ignacio; Alonso Pérez de Agreda, Eduardo; Muchart, Alberto (1982)
      Text en actes de congrés
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      Se ha desarrollado un nuevo elemento junta partien­do del estudio y análisis de los modelos preexistentes para poder ser implementado en consonancia con las ac­tuales tendencias de programación del Método de los Elementos ...
    • Multiple intersecting cohesive discontinuities in 3D reservoir geomechanics 

      Das, K. C.; Sandha, S.S.; Carol, Ignacio; Vargas, P.E.; Gonzalez, Nubia Aurora; Rodrigues, E.; Segura Segarra, José María; Lakshmikantha, Ramasesha Mookanahallipatna; Mello,, U. (OnePetro, 2013)
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      Accés restringit per política de l'editorial
      Reservoir Geomechanics is playing an increasingly important role in developing and producing hydrocarbon reserves. One of the main challenges in reservoir modeling is accurate and efficient simulation of arbitrary intersecting ...
    • New developments in the application of configurational mechanics to crack propagation 

      Crusat Codina, Laura; Carol, Ignacio; Garolera Vinent, Daniel (CIMNE, 2019)
      Text en actes de congrés
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      The numerical description of discrete cracks and their propagation remains one of the main difficulties in the modeling of quasi-brittle materials such as rock or concrete. An emerging powerful approach is the use of ...
    • New developments in the application of configurational mechanics to crack propagation 

      Crusat Codina, Laura; Carol, Ignacio; Garolera Vinent, Daniel (2019)
      Text en actes de congrés
      Accés obert
      The numerical description of discrete cracks and their propagation remains one of the main difficulties in the modeling of quasi-brittle materials such as rock or concrete. An emerging powerful approach is the use of ...
    • New results in 3D-mesomechanical coupled analysis of external sulphate attack in concrete 

      Biscaro, Caterina; Martínez Estévez, Ariadna; Pérez Carreras, Adrià; López Garello, Carlos María; Xotta, G.; Carol, Ignacio (International Centre for Numerical Methods in Engineering (CIMNE), 2021)
      Text en actes de congrés
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      External Sulphate Attack (ESA) is one of the main degradation processes affecting concrete structures. It takes place when the concrete is in an environment rich in sulphate ions and with a high humidity index. Once it has ...