Utilize este identificador para referenciar este registo: https://hdl.handle.net/1822/51524

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Campo DCValorIdioma
dc.contributor.authorAzenha, Miguelpor
dc.contributor.authorLeitão, Luíspor
dc.contributor.authorGranja, José Luís Duartepor
dc.contributor.authorSousa, Christoph Fernandespor
dc.contributor.authorFaria, Ruipor
dc.contributor.authorBarros, Joaquim A. O.por
dc.date.accessioned2018-03-05T13:33:19Z-
dc.date.issued2017-
dc.identifier.issn0958-9465por
dc.identifier.urihttps://hdl.handle.net/1822/51524-
dc.description.abstractAn accurate simulation of the internal stresses that develop in concrete structures in service demands the explicit consideration of the internal heat and moisture movements that induce strains, which in turn have the potential to cause relevant internal stresses. Following a previous exploratory work from the authors, in which a thermo-hygro-mechanical simulation framework had been proposed, the present paper focuses on the validation of the proposed methodology through an experimental program targeted to assist prediction of the evolution of bulk drying shrinkage (and the corresponding internal stresses) in three specimens of different sizes. This paper presents the entire experimental program, which involved extensive concrete characterization using three distinct sizes of specimens, namely: moisture diffusion with internal humidity sensors, compressive strength, E-modulus, creep and shrinkage on three distinct specimen sizes. The program also included characterization of cement paste shrinkage, which was accomplished employing a newly proposed methodology based on the use of very thin specimens monitored with a handheld microscope. Finally, the obtained experimental data was used for partial validation of predictive capacities of the above mentioned simulation framework, mostly in regard to the prediction of bulk shrinkage. It is noted that the validation does not focus on thermal modelling, since this is a matter that has been addressed by the authors in previous works.por
dc.description.sponsorshipFunding provided by the Portuguese Foundation for Science and Technology (FCT) to the Research Projects PTDC/ECM/099250/ 2008, EXPL/ECM-EST/1323/2013 and PTDC/ECM-EST/1056/2014 (POCI-01-0145-FEDER-016841), as well to the Research Units ISISE (POCI-01-0145-FEDER-007633) and CONSTRUCT (POCI-01-0145-FEDER-007457) is gratefully acknowledged. The second, third and fourth authors also acknowledge the PhD grants SFRH/BD/76183/ 2011, SFRH/BD/80682/2011 and PD/BD/52657/2014, respectively, provided by FCT. A word of acknowledgment is also given to the help provided by Margarida Vieira, who assisted the experimental work in the course of her MSc thesis.por
dc.language.isoengpor
dc.publisherElsevier 1por
dc.relationinfo:eu-repo/grantAgreement/FCT/5876-PPCDTI/99250/PTpor
dc.relationinfo:eu-repo/grantAgreement/FCT/5876-PPCDTI/134348/PTpor
dc.relationPTDC/ECM-EST/1056/2014por
dc.relationPOCI-01-0145-FEDER-016841por
dc.relationPOCI-01-0145-FEDER-007633por
dc.relationPOCI-01-0145-FEDER-007457por
dc.relationinfo:eu-repo/grantAgreement/FCT/SFRH/SFRH%2FBD%2F76183%2F2011/PTpor
dc.relationinfo:eu-repo/grantAgreement/FCT/SFRH/SFRH%2FBD%2F80682%2F2011/PTpor
dc.relationPD/BD/52657/2014por
dc.rightsrestrictedAccesspor
dc.subjectConcretepor
dc.subjectHygro-mechanical simulationpor
dc.subjectShrinkagepor
dc.subjectInternal humiditypor
dc.subjectExperimental researchpor
dc.titleExperimental validation of a framework for hygro-mechanical simulation of self-induced stresses in concretepor
dc.typearticle-
dc.peerreviewedyespor
dc.relation.publisherversionhttp://dx.doi.org/10.1016/j.cemconcomp.2017.02.008por
oaire.citationStartPage41por
oaire.citationEndPage54por
oaire.citationVolume80por
dc.identifier.eissn1873-393Xpor
dc.identifier.doi10.1016/j.cemconcomp.2017.02.008por
dc.description.publicationversioninfo:eu-repo/semantics/publishedVersionpor
dc.subject.wosScience & Technologypor
sdum.journalCement and Concrete Compositespor
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