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dc.contributor.authorCifuentes, Héctor
dc.contributor.authorMontero Chacón, Francisco
dc.contributor.authorGómez Galán, Juan Antonio 
dc.contributor.authorCabezas, Joaquín
dc.contributor.authorMartínez De la Concha, A.
dc.date.accessioned2019-09-30T10:16:38Z
dc.date.available2019-09-30T10:16:38Z
dc.date.issued2019-08
dc.identifier.citationCifuentes, H., Montero Chacón, F., Galán, J., Cabezas, J., Martínez De la Concha, A. (2019). A Finite Element-Based Methodology for the Thermo-mechanical Analysis of Early Age Behavior in Concrete Structures. International Journal of Concrete Structures and Materials, 13(1). DOI: https://doi.org/10.1186/s40069-019-0353-0es_ES
dc.identifier.issn1976-0485
dc.identifier.urihttp://hdl.handle.net/10272/16676
dc.description.abstractThis paper presents a general procedure based on fracture mechanics models in order to analyze the level of cracking and structural safety in reinforced concrete elements at early ages, depending on the stripping time. Our procedure involves the development of a thermo-mechanical numerical model based on the finite element method that accounts for the change in the mechanical properties of concrete with time. Moreover, fracture mechanisms are analyzed by means of a material damage model, which is characterized via specific experimental results obtained for standard specimens and notched beams under three-point bending testing. The loading conditions are both thermal and mechanical, and are obtained from the hydration process for a given concrete dosage. The presented methodology allows for the determination of the optimal stripping time, whereas it helps assessing the analysis of the cracking and the stress states of the elements under consideration. A practical application, namely the analysis of a retaining wall, is used to validate our methodology, showing its suitability in engineering practice.es_ES
dc.description.sponsorshipThis work has been developed within the framework of activities of the Research and Development project: "T3CI: Technology for curing control infrastructure construction" funded by the CDTI and sponsored by AZVI Inc., Aertec Ingenieria y Desarrollo Inc. and Geolen Ingenieria Inc. A partial financial support was also provided for this research by the Spanish Ministry of Economy and Competitiveness under Project BIA2016-75431-R.
dc.language.isoenges_ES
dc.publisherSpringerOpenes_ES
dc.relation.isversionofPublisher’s versión
dc.rightsAtribución-NoComercial-SinDerivadas 3.0 España*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/*
dc.subject.otherHeat of hydrationes_ES
dc.subject.otherEarly age crackinges_ES
dc.subject.otherThermo-mechanical modeles_ES
dc.subject.otherFracture mechanics of concretees_ES
dc.titleA Finite Element‑Based Methodology for the Thermo‑mechanical Analysis of Early Age Behavior in Concrete Structureses_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.identifier.doi10.1186/s40069-019-0353-0
dc.rights.accessRightsinfo:eu-repo/semantics/openAccesses_ES
dc.relation.projectIDinfo:eu-repo/grantAgreement/Spanish Ministry of Economy and Competitiveness [BIA2016-75431-R]


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