Characterization of test specimens produced in reduced size for X-ray microtomography (µ-CT) tests

Detalhes bibliográficos
Autor(a) principal: BERNARDES,E. E.
Data de Publicação: 2017
Outros Autores: MAGALHÃES,A. G. DE, VASCONCELOS,W. L., CARRASCO,E. V. M., NUNES,E. H. M., LIMA,L. B. DE
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Revista IBRACON de Estruturas e Materiais
Texto Completo: http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952017000501025
Resumo: Abstract The need to use reduced sample sizes, in order to attain improved spatial resolution in (µ-CT) tests applied in Portland cement composites, makes researchers perform the fractionation of materials to obtain samples with dimensions compatible with the capacity of the scanning equipment, which might cause alterations in the microstructure under analysis. Therefore, a test specimen (TS) with dimensions compatible with the scanning capacity of a microtomography system that operates with an X-ray tube and voltage ranging from 20 to 100 kV was proposed. Axial compression strength tests were made and their total porosity was assessed by an apparent density and solid fraction density ratio, which were obtained by means of mercury and helium pycnometry and µ-CT technique, respectively. The adoption of that TS has shown to be viable for providing a sample with a higher level of representation.
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spelling Characterization of test specimens produced in reduced size for X-ray microtomography (µ-CT) testsX-ray microtomography[/kwd], [kwd]fractionation of samples[/kwd], [kwd]test specimen[/kwd], [kwd]pycnometry[/kwd], [kwd]pore structureAbstract The need to use reduced sample sizes, in order to attain improved spatial resolution in (µ-CT) tests applied in Portland cement composites, makes researchers perform the fractionation of materials to obtain samples with dimensions compatible with the capacity of the scanning equipment, which might cause alterations in the microstructure under analysis. Therefore, a test specimen (TS) with dimensions compatible with the scanning capacity of a microtomography system that operates with an X-ray tube and voltage ranging from 20 to 100 kV was proposed. Axial compression strength tests were made and their total porosity was assessed by an apparent density and solid fraction density ratio, which were obtained by means of mercury and helium pycnometry and µ-CT technique, respectively. The adoption of that TS has shown to be viable for providing a sample with a higher level of representation.IBRACON - Instituto Brasileiro do Concreto2017-09-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952017000501025Revista IBRACON de Estruturas e Materiais v.10 n.5 2017reponame:Revista IBRACON de Estruturas e Materiaisinstname:Instituto Brasileiro do Concreto (IBRACON)instacron:IBRACON10.1590/s1983-41952017000500005info:eu-repo/semantics/openAccessBERNARDES,E. E.MAGALHÃES,A. G. DEVASCONCELOS,W. L.CARRASCO,E. V. M.NUNES,E. H. M.LIMA,L. B. DEeng2017-11-07T00:00:00Zoai:scielo:S1983-41952017000501025Revistahttp://www.revistas.ibracon.org.br/index.php/riemhttps://old.scielo.br/oai/scielo-oai.phpeditores.riem@gmail.com||arlene@ibracon.org.br1983-41951983-4195opendoar:2017-11-07T00:00Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)false
dc.title.none.fl_str_mv Characterization of test specimens produced in reduced size for X-ray microtomography (µ-CT) tests
title Characterization of test specimens produced in reduced size for X-ray microtomography (µ-CT) tests
spellingShingle Characterization of test specimens produced in reduced size for X-ray microtomography (µ-CT) tests
BERNARDES,E. E.
X-ray microtomography[/kwd], [kwd]fractionation of samples[/kwd], [kwd]test specimen[/kwd], [kwd]pycnometry[/kwd], [kwd]pore structure
title_short Characterization of test specimens produced in reduced size for X-ray microtomography (µ-CT) tests
title_full Characterization of test specimens produced in reduced size for X-ray microtomography (µ-CT) tests
title_fullStr Characterization of test specimens produced in reduced size for X-ray microtomography (µ-CT) tests
title_full_unstemmed Characterization of test specimens produced in reduced size for X-ray microtomography (µ-CT) tests
title_sort Characterization of test specimens produced in reduced size for X-ray microtomography (µ-CT) tests
author BERNARDES,E. E.
author_facet BERNARDES,E. E.
MAGALHÃES,A. G. DE
VASCONCELOS,W. L.
CARRASCO,E. V. M.
NUNES,E. H. M.
LIMA,L. B. DE
author_role author
author2 MAGALHÃES,A. G. DE
VASCONCELOS,W. L.
CARRASCO,E. V. M.
NUNES,E. H. M.
LIMA,L. B. DE
author2_role author
author
author
author
author
dc.contributor.author.fl_str_mv BERNARDES,E. E.
MAGALHÃES,A. G. DE
VASCONCELOS,W. L.
CARRASCO,E. V. M.
NUNES,E. H. M.
LIMA,L. B. DE
dc.subject.por.fl_str_mv X-ray microtomography[/kwd], [kwd]fractionation of samples[/kwd], [kwd]test specimen[/kwd], [kwd]pycnometry[/kwd], [kwd]pore structure
topic X-ray microtomography[/kwd], [kwd]fractionation of samples[/kwd], [kwd]test specimen[/kwd], [kwd]pycnometry[/kwd], [kwd]pore structure
description Abstract The need to use reduced sample sizes, in order to attain improved spatial resolution in (µ-CT) tests applied in Portland cement composites, makes researchers perform the fractionation of materials to obtain samples with dimensions compatible with the capacity of the scanning equipment, which might cause alterations in the microstructure under analysis. Therefore, a test specimen (TS) with dimensions compatible with the scanning capacity of a microtomography system that operates with an X-ray tube and voltage ranging from 20 to 100 kV was proposed. Axial compression strength tests were made and their total porosity was assessed by an apparent density and solid fraction density ratio, which were obtained by means of mercury and helium pycnometry and µ-CT technique, respectively. The adoption of that TS has shown to be viable for providing a sample with a higher level of representation.
publishDate 2017
dc.date.none.fl_str_mv 2017-09-01
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
format article
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dc.identifier.uri.fl_str_mv http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952017000501025
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dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/s1983-41952017000500005
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
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dc.format.none.fl_str_mv text/html
dc.publisher.none.fl_str_mv IBRACON - Instituto Brasileiro do Concreto
publisher.none.fl_str_mv IBRACON - Instituto Brasileiro do Concreto
dc.source.none.fl_str_mv Revista IBRACON de Estruturas e Materiais v.10 n.5 2017
reponame:Revista IBRACON de Estruturas e Materiais
instname:Instituto Brasileiro do Concreto (IBRACON)
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instname_str Instituto Brasileiro do Concreto (IBRACON)
instacron_str IBRACON
institution IBRACON
reponame_str Revista IBRACON de Estruturas e Materiais
collection Revista IBRACON de Estruturas e Materiais
repository.name.fl_str_mv Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)
repository.mail.fl_str_mv editores.riem@gmail.com||arlene@ibracon.org.br
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