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Título:
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Modeling concrete expansions via couped C-M mesoscale analysis with zero-thickness interface elements, and lab experiments
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Autor/a:
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Carol, Ignacio; Liaudat, Joaquín; López Garello, Carlos María
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Otros autores:
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Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental; Universitat Politècnica de Catalunya. MECMAT - Mecànica de Materials |
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Abstract:
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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, previously developed for purely mechanical actions, that has been also used as the basis for modelling other coupled phenomena such as drying shrinkage and mechanical effects of high temperatures. Additionally, two new experimental setups are presented. One devoted to the study of ASR expansions at the level of a single aggregate-matrix (cement paste or mortar) interface and the other devoted to study ASR expansions in concrete under triaxial confinement. |
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Materia(s):
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-Àrees temàtiques de la UPC::Matemàtiques i estadística::Anàlisi numèrica::Mètodes en elements finits
-Concrete--Deterioration
-Alkali-Silica Reaction
-External Sulfate Attack
-Coupled Model
-FEM
-Formigó -- Deterioració |
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Derechos:
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Tipo de documento:
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Artículo - Versión presentada
Objeto de conferencia |
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Editor:
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ISTE-Wiley
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Compartir:
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