Triaxial failure behavior of highly porous cementitious foams used as heat insulation

Autores
Gilka Bötzow, Albrecht; Folino, Paula; Maier, Andreas; Koenders, Eduardus A. B.; Caggiano, Antonio
Año de publicación
2021
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
Descripción
This work reports a detailed experimental study that is aimed at investigating the failure mechanisms of highly porous cementitious foams used as heat insulation under triaxial stress states. The designed target dry density of the considered foam mixture was 180 kg/m3 by setting the water-to-cement ratio of the considered cement paste to 0.4. The mechanical experiments were accompanied by thermal tests to observe the effect that specific air void structures have on the resulting insulation properties and by micro-to-meso geometric studies to identify and classify the inner structure of the considered mineralized foams. Unconfined compressive strengths were performed first, obtaining peak stresses of 0.252, 0.283, 0.223, and 0.251 (results in MPa), corresponding to peak strains of 39.0, 28.6, 45.3, and 20.6 (in ×10−3 mm/mm), respectively. Moreover, three triaxial confinement levels of 33%, 66%, and 90% of the mean uniaxial compressive strength (fc) were adopted. The results showed that a 33% confinement may cause a strength increase and an almost perfect elastic–plastic stress–strain behavior. However, higher levels of confinements (i.e., 66% and 90%) produced very unstable behaviors in terms of the final strength and stress–strain response.
Fil: Gilka Bötzow, Albrecht. Universitat Technische Darmstadt; Alemania
Fil: Folino, Paula. Universidad de Buenos Aires. Facultad de Ingeniería; Argentina
Fil: Maier, Andreas. Universitat Technische Darmstadt; Alemania
Fil: Koenders, Eduardus A. B.. Universitat Technische Darmstadt; Alemania
Fil: Caggiano, Antonio. Universidad de Buenos Aires. Facultad de Ingeniería; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Oficina de Coordinación Administrativa Houssay. Instituto de Tecnologías y Ciencias de la Ingeniería "Hilario Fernández Long". Universidad de Buenos Aires. Facultad de Ingeniería. Instituto de Tecnologías y Ciencias de la Ingeniería "Hilario Fernández Long"; Argentina
Materia
AIR VOIDS
CONCRETE FOAMS
HIGHLY POROUS CEMENTITIOUS COMPOSITES
MECHANICAL CHARACTERIZATION
PORO-(MESO)-STRUCTURE
THERMAL INSULATING PROPERTIES
ULTRALIGHTWEIGHT CONCRETE
Nivel de accesibilidad
acceso abierto
Condiciones de uso
https://creativecommons.org/licenses/by/2.5/ar/
Repositorio
CONICET Digital (CONICET)
Institución
Consejo Nacional de Investigaciones Científicas y Técnicas
OAI Identificador
oai:ri.conicet.gov.ar:11336/220135

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oai_identifier_str oai:ri.conicet.gov.ar:11336/220135
network_acronym_str CONICETDig
repository_id_str 3498
network_name_str CONICET Digital (CONICET)
spelling Triaxial failure behavior of highly porous cementitious foams used as heat insulationGilka Bötzow, AlbrechtFolino, PaulaMaier, AndreasKoenders, Eduardus A. B.Caggiano, AntonioAIR VOIDSCONCRETE FOAMSHIGHLY POROUS CEMENTITIOUS COMPOSITESMECHANICAL CHARACTERIZATIONPORO-(MESO)-STRUCTURETHERMAL INSULATING PROPERTIESULTRALIGHTWEIGHT CONCRETEhttps://purl.org/becyt/ford/2.1https://purl.org/becyt/ford/2https://purl.org/becyt/ford/2.5https://purl.org/becyt/ford/2This work reports a detailed experimental study that is aimed at investigating the failure mechanisms of highly porous cementitious foams used as heat insulation under triaxial stress states. The designed target dry density of the considered foam mixture was 180 kg/m3 by setting the water-to-cement ratio of the considered cement paste to 0.4. The mechanical experiments were accompanied by thermal tests to observe the effect that specific air void structures have on the resulting insulation properties and by micro-to-meso geometric studies to identify and classify the inner structure of the considered mineralized foams. Unconfined compressive strengths were performed first, obtaining peak stresses of 0.252, 0.283, 0.223, and 0.251 (results in MPa), corresponding to peak strains of 39.0, 28.6, 45.3, and 20.6 (in ×10−3 mm/mm), respectively. Moreover, three triaxial confinement levels of 33%, 66%, and 90% of the mean uniaxial compressive strength (fc) were adopted. The results showed that a 33% confinement may cause a strength increase and an almost perfect elastic–plastic stress–strain behavior. However, higher levels of confinements (i.e., 66% and 90%) produced very unstable behaviors in terms of the final strength and stress–strain response.Fil: Gilka Bötzow, Albrecht. Universitat Technische Darmstadt; AlemaniaFil: Folino, Paula. Universidad de Buenos Aires. Facultad de Ingeniería; ArgentinaFil: Maier, Andreas. Universitat Technische Darmstadt; AlemaniaFil: Koenders, Eduardus A. B.. Universitat Technische Darmstadt; AlemaniaFil: Caggiano, Antonio. Universidad de Buenos Aires. Facultad de Ingeniería; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Oficina de Coordinación Administrativa Houssay. Instituto de Tecnologías y Ciencias de la Ingeniería "Hilario Fernández Long". Universidad de Buenos Aires. Facultad de Ingeniería. Instituto de Tecnologías y Ciencias de la Ingeniería "Hilario Fernández Long"; ArgentinaMDPI2021-08info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/220135Gilka Bötzow, Albrecht; Folino, Paula; Maier, Andreas; Koenders, Eduardus A. B.; Caggiano, Antonio; Triaxial failure behavior of highly porous cementitious foams used as heat insulation; MDPI; Processes; 9; 8; 8-2021; 1-152227-9717CONICET DigitalCONICETenginfo:eu-repo/semantics/altIdentifier/url/https://www.mdpi.com/2227-9717/9/8/1373info:eu-repo/semantics/altIdentifier/doi/10.3390/pr9081373info:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-12-03T08:44:50Zoai:ri.conicet.gov.ar:11336/220135instacron:CONICETInstitucionalhttp://ri.conicet.gov.ar/Organismo científico-tecnológicoNo correspondehttp://ri.conicet.gov.ar/oai/requestdasensio@conicet.gov.ar; lcarlino@conicet.gov.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:34982025-12-03 08:44:51.24CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse
dc.title.none.fl_str_mv Triaxial failure behavior of highly porous cementitious foams used as heat insulation
title Triaxial failure behavior of highly porous cementitious foams used as heat insulation
spellingShingle Triaxial failure behavior of highly porous cementitious foams used as heat insulation
Gilka Bötzow, Albrecht
AIR VOIDS
CONCRETE FOAMS
HIGHLY POROUS CEMENTITIOUS COMPOSITES
MECHANICAL CHARACTERIZATION
PORO-(MESO)-STRUCTURE
THERMAL INSULATING PROPERTIES
ULTRALIGHTWEIGHT CONCRETE
title_short Triaxial failure behavior of highly porous cementitious foams used as heat insulation
title_full Triaxial failure behavior of highly porous cementitious foams used as heat insulation
title_fullStr Triaxial failure behavior of highly porous cementitious foams used as heat insulation
title_full_unstemmed Triaxial failure behavior of highly porous cementitious foams used as heat insulation
title_sort Triaxial failure behavior of highly porous cementitious foams used as heat insulation
dc.creator.none.fl_str_mv Gilka Bötzow, Albrecht
Folino, Paula
Maier, Andreas
Koenders, Eduardus A. B.
Caggiano, Antonio
author Gilka Bötzow, Albrecht
author_facet Gilka Bötzow, Albrecht
Folino, Paula
Maier, Andreas
Koenders, Eduardus A. B.
Caggiano, Antonio
author_role author
author2 Folino, Paula
Maier, Andreas
Koenders, Eduardus A. B.
Caggiano, Antonio
author2_role author
author
author
author
dc.subject.none.fl_str_mv AIR VOIDS
CONCRETE FOAMS
HIGHLY POROUS CEMENTITIOUS COMPOSITES
MECHANICAL CHARACTERIZATION
PORO-(MESO)-STRUCTURE
THERMAL INSULATING PROPERTIES
ULTRALIGHTWEIGHT CONCRETE
topic AIR VOIDS
CONCRETE FOAMS
HIGHLY POROUS CEMENTITIOUS COMPOSITES
MECHANICAL CHARACTERIZATION
PORO-(MESO)-STRUCTURE
THERMAL INSULATING PROPERTIES
ULTRALIGHTWEIGHT CONCRETE
purl_subject.fl_str_mv https://purl.org/becyt/ford/2.1
https://purl.org/becyt/ford/2
https://purl.org/becyt/ford/2.5
https://purl.org/becyt/ford/2
dc.description.none.fl_txt_mv This work reports a detailed experimental study that is aimed at investigating the failure mechanisms of highly porous cementitious foams used as heat insulation under triaxial stress states. The designed target dry density of the considered foam mixture was 180 kg/m3 by setting the water-to-cement ratio of the considered cement paste to 0.4. The mechanical experiments were accompanied by thermal tests to observe the effect that specific air void structures have on the resulting insulation properties and by micro-to-meso geometric studies to identify and classify the inner structure of the considered mineralized foams. Unconfined compressive strengths were performed first, obtaining peak stresses of 0.252, 0.283, 0.223, and 0.251 (results in MPa), corresponding to peak strains of 39.0, 28.6, 45.3, and 20.6 (in ×10−3 mm/mm), respectively. Moreover, three triaxial confinement levels of 33%, 66%, and 90% of the mean uniaxial compressive strength (fc) were adopted. The results showed that a 33% confinement may cause a strength increase and an almost perfect elastic–plastic stress–strain behavior. However, higher levels of confinements (i.e., 66% and 90%) produced very unstable behaviors in terms of the final strength and stress–strain response.
Fil: Gilka Bötzow, Albrecht. Universitat Technische Darmstadt; Alemania
Fil: Folino, Paula. Universidad de Buenos Aires. Facultad de Ingeniería; Argentina
Fil: Maier, Andreas. Universitat Technische Darmstadt; Alemania
Fil: Koenders, Eduardus A. B.. Universitat Technische Darmstadt; Alemania
Fil: Caggiano, Antonio. Universidad de Buenos Aires. Facultad de Ingeniería; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Oficina de Coordinación Administrativa Houssay. Instituto de Tecnologías y Ciencias de la Ingeniería "Hilario Fernández Long". Universidad de Buenos Aires. Facultad de Ingeniería. Instituto de Tecnologías y Ciencias de la Ingeniería "Hilario Fernández Long"; Argentina
description This work reports a detailed experimental study that is aimed at investigating the failure mechanisms of highly porous cementitious foams used as heat insulation under triaxial stress states. The designed target dry density of the considered foam mixture was 180 kg/m3 by setting the water-to-cement ratio of the considered cement paste to 0.4. The mechanical experiments were accompanied by thermal tests to observe the effect that specific air void structures have on the resulting insulation properties and by micro-to-meso geometric studies to identify and classify the inner structure of the considered mineralized foams. Unconfined compressive strengths were performed first, obtaining peak stresses of 0.252, 0.283, 0.223, and 0.251 (results in MPa), corresponding to peak strains of 39.0, 28.6, 45.3, and 20.6 (in ×10−3 mm/mm), respectively. Moreover, three triaxial confinement levels of 33%, 66%, and 90% of the mean uniaxial compressive strength (fc) were adopted. The results showed that a 33% confinement may cause a strength increase and an almost perfect elastic–plastic stress–strain behavior. However, higher levels of confinements (i.e., 66% and 90%) produced very unstable behaviors in terms of the final strength and stress–strain response.
publishDate 2021
dc.date.none.fl_str_mv 2021-08
dc.type.none.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
http://purl.org/coar/resource_type/c_6501
info:ar-repo/semantics/articulo
format article
status_str publishedVersion
dc.identifier.none.fl_str_mv http://hdl.handle.net/11336/220135
Gilka Bötzow, Albrecht; Folino, Paula; Maier, Andreas; Koenders, Eduardus A. B.; Caggiano, Antonio; Triaxial failure behavior of highly porous cementitious foams used as heat insulation; MDPI; Processes; 9; 8; 8-2021; 1-15
2227-9717
CONICET Digital
CONICET
url http://hdl.handle.net/11336/220135
identifier_str_mv Gilka Bötzow, Albrecht; Folino, Paula; Maier, Andreas; Koenders, Eduardus A. B.; Caggiano, Antonio; Triaxial failure behavior of highly porous cementitious foams used as heat insulation; MDPI; Processes; 9; 8; 8-2021; 1-15
2227-9717
CONICET Digital
CONICET
dc.language.none.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv info:eu-repo/semantics/altIdentifier/url/https://www.mdpi.com/2227-9717/9/8/1373
info:eu-repo/semantics/altIdentifier/doi/10.3390/pr9081373
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
https://creativecommons.org/licenses/by/2.5/ar/
eu_rights_str_mv openAccess
rights_invalid_str_mv https://creativecommons.org/licenses/by/2.5/ar/
dc.format.none.fl_str_mv application/pdf
application/pdf
application/pdf
dc.publisher.none.fl_str_mv MDPI
publisher.none.fl_str_mv MDPI
dc.source.none.fl_str_mv reponame:CONICET Digital (CONICET)
instname:Consejo Nacional de Investigaciones Científicas y Técnicas
reponame_str CONICET Digital (CONICET)
collection CONICET Digital (CONICET)
instname_str Consejo Nacional de Investigaciones Científicas y Técnicas
repository.name.fl_str_mv CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicas
repository.mail.fl_str_mv dasensio@conicet.gov.ar; lcarlino@conicet.gov.ar
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score 13.214268