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An Experimental Study of Mortars with Recycled Ceramic Aggregates: Deduction and Prediction of the Stress-Strain
dc.contributor.author | Cabrera Covarrubias, Francisca Guadalupe |
dc.contributor.author | Gómez Soberón, José Manuel Vicente |
dc.contributor.author | Almaral Sánchez, Jorge Luis |
dc.contributor.author | Arredondo Rea, Susana Paola |
dc.contributor.author | Gómez Soberón, M. Consolación |
dc.contributor.author | Corral Higuera, Ramón |
dc.contributor.other | Universitat Politècnica de Catalunya. Departament de Construccions Arquitectòniques II |
dc.date.accessioned | 2017-01-30T11:46:45Z |
dc.date.issued | 2016-12-01 |
dc.identifier.citation | Cabrera, F., Gómez-Soberón, J.M., Almaral-Sánchez, J.L., Arredondo-Rea, S.P., Gómez, M. C., Corral, R. An Experimental Study of Mortars with Recycled Ceramic Aggregates: Deduction and Prediction of the Stress-Strain. "Materials", 1 Desembre 2016, vol. 9, núm. 12. |
dc.identifier.issn | 1996-1944 |
dc.identifier.uri | http://hdl.handle.net/2117/100275 |
dc.description.abstract | The difficult current environmental situation, caused by construction industry residues containing ceramic materials, could be improved by using these materials as recycled aggregates in mortars, with their processing causing a reduction in their use in landfill, contributing to recycling and also minimizing the consumption of virgin materials. Although some research is currently being carried out into recycled mortars, little is known about their stress-strain (s-e); therefore, this work will provide the experimental results obtained from recycled mortars with recycled ceramic aggregates (with contents of 0%, 10%, 20%, 30%, 50% and 100%), such as the density and compression strength, as well as the s-e curves representative of their behavior. The values obtained from the analytical process of the results in order to finally obtain, through numerical analysis, the equations to predict their behavior (related to their recycled content) are those of: s (elastic ranges and failure maximum), e (elastic ranges and failure maximum), and Resilience and Toughness. At the end of the investigation, it is established that mortars with recycled ceramic aggregate contents of up to 20% could be assimilated just like mortars with the usual aggregates, and the obtained prediction equations could be used in cases of similar applications. |
dc.language.iso | eng |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/3.0/es/ |
dc.subject | Àrees temàtiques de la UPC::Edificació::Materials de construcció::Morter |
dc.subject.lcsh | Mortar |
dc.subject.other | mortar |
dc.subject.other | ceramic wastes |
dc.subject.other | recycled aggregates |
dc.subject.other | stress-strain behavior |
dc.subject.other | numerical simulation |
dc.title | An Experimental Study of Mortars with Recycled Ceramic Aggregates: Deduction and Prediction of the Stress-Strain |
dc.type | Article |
dc.subject.lemac | Morter (Material de construcció) |
dc.contributor.group | Universitat Politècnica de Catalunya. GICITED - Grup Interdiciplinari de Ciència i Tecnologia en l'Edificació |
dc.identifier.doi | 10.3390/ma9121029 |
dc.description.peerreviewed | Peer Reviewed |
dc.relation.publisherversion | http://www.mdpi.com/1996-1944/9/12/1029/pdf |
dc.rights.access | Restricted access - author's decision |
local.identifier.drac | 19668165 |
dc.description.version | Postprint (published version) |
dc.date.lift | 10000-01-01 |
local.citation.author | Cabrera, F.; Gómez-Soberón, J.M.; Almaral-Sánchez, J.L.; Arredondo-Rea, S.P.; Gómez, M. C.; Corral, R. |
local.citation.publicationName | Materials |
local.citation.volume | 9 |
local.citation.number | 12 |
local.citation.startingPage | 1029 |
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