2026-04-20T16:11:08Zhttps://riubu.ubu.es/oai/request

oai:riubu.ubu.es:10259/111962026-01-13T01:05:29Zcom_10259_3969com_10259_5086com_10259_2604col_10259_3970

Aragón Torre, Guillermo 32 600 0000-0002-7781-3785 Aragón Torre, Ángel 31 600 0000-0001-6212-5456 Santamaría, Amaia 7c6eadd2-bb3f-40e9-b0d2-fbaf37f944c7 600 Esteban, Alberto bf025dd5-12fe-4c4e-8417-3d587c54b862 600 Fiol Olivan, Francisco 641 600 0000-0002-7388-2839 2026-01-12T10:41:11Z 2026-01-12T10:41:11Z 2019-07 0950-0618 https://hdl.handle.net/10259/11196 10.1016/j.conbuildmat.2019.07.034 A commercial masonry rendering mortar is tested in this study of the classical correlation between structure and mechanical properties. Porosity, capillary absorption of water and mortar shrinkage are all analyzed. Special emphasis is placed on the development of mortar strength, stiffness, and damping characteristics including sound muffling. All these properties are related to the microstructure of the mortar in the hardened state and to its moisture content. The numerical results showed different values for the Young’s moduli of the rendering mortar under both tension and compression, and an outstanding capacity to dissipate vibrational energy. Freeze-thaw and wetting-drying durability tests were also performed on the mortar with good results. The authors wish to express their gratitude to: the Junta de Castilla y León (Regional Government) for funding UIC-231 through project BU119P17 also assisted with FEDER Funds; the Spanish Ministry through contract RTI2018-097079-B-C31 (MCIU/AEI/FEDER, UE), and finally, our thanks to the Basque Government research group (IT1314-19). application/pdf eng Elsevier Construction and Building Materials. 2019, V. 224, p. 825-849 https://doi.org/10.1016/j.conbuildmat.2019.07.034 Attribution-NonCommercial-NoDerivatives 4.0 Internacional http://creativecommons.org/licenses/by-nc-nd/4.0/ info:eu-repo/semantics/openAccess Rendering mortar Microstructure and porosity Shrinkage Stiffness Strength Damping Durability Materiales de construcción Ingeniería civil Building materials Civil engineering Physical and mechanical characterization of a commercial rendering mortar using destructive and non-destructive techniques info:eu-repo/semantics/article info:eu-repo/semantics/acceptedVersion Construction and Building Materials 224 835 849 THUMBNAIL Aragón-cabm_2019.pdf.jpg Aragón-cabm_2019.pdf.jpg IM Thumbnail image/jpeg 4938 https://riubu.ubu.es/bitstream/10259/11196/4/Arag%c3%b3n-cabm_2019.pdf.jpg c44d24d87392dfb124ba452c965eb525 MD5 4 LICENSE license.txt license.txt text/plain; charset=utf-8 999 https://riubu.ubu.es/bitstream/10259/11196/3/license.txt b295bcbce42e2caabeb0c623d3860c06 MD5 3 CC-LICENSE license_rdf license_rdf application/rdf+xml; charset=utf-8 805 https://riubu.ubu.es/bitstream/10259/11196/2/license_rdf 4460e5956bc1d1639be9ae6146a50347 MD5 2 ORIGINAL Aragón-cabm_2019.pdf Aragón-cabm_2019.pdf application/pdf 2497806 https://riubu.ubu.es/bitstream/10259/11196/1/Arag%c3%b3n-cabm_2019.pdf 05bad11c0eb9c57456ea3dc6f51b0cbe MD5 1 10259/11196 oai:riubu.ubu.es:10259/11196 2026-01-13 02:05:29.49 Repositorio Institucional de la Universidad de Burgos bubrep@ubu.es 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