Moisture Distribution in Partially Saturated Concrete Studied by Impedance Spectroscopy
Abstract The moisture content and its spatial distribution has a great influence on the durability properties of concrete structures. Several non-destructive techniques have been used for the determination of the total water content, but moisture distribution is difficult to determine. In this paper...
Ausführliche Beschreibung
Autor*in: |
Sánchez, I. [verfasserIn] |
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Format: |
Artikel |
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Sprache: |
Englisch |
Erschienen: |
2013 |
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Anmerkung: |
© Springer Science+Business Media New York 2013 |
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Übergeordnetes Werk: |
Enthalten in: Journal of nondestructive evaluation - Springer US, 1980, 32(2013), 4 vom: 25. Juli, Seite 362-371 |
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Übergeordnetes Werk: |
volume:32 ; year:2013 ; number:4 ; day:25 ; month:07 ; pages:362-371 |
Links: |
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DOI / URN: |
10.1007/s10921-013-0190-z |
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Katalog-ID: |
OLC2073334970 |
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650 | 4 | |a Impedance spectroscopy | |
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10.1007/s10921-013-0190-z doi (DE-627)OLC2073334970 (DE-He213)s10921-013-0190-z-p DE-627 ger DE-627 rakwb eng 510 VZ Sánchez, I. verfasserin aut Moisture Distribution in Partially Saturated Concrete Studied by Impedance Spectroscopy 2013 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media New York 2013 Abstract The moisture content and its spatial distribution has a great influence on the durability properties of concrete structures. Several non-destructive techniques have been used for the determination of the total water content, but moisture distribution is difficult to determine. In this paper impedance spectroscopy is used to study the water distribution in concrete samples with controlled and homogeneously distributed moisture contents. The technique is suitable for the determination of water distribution inside the sample, using the appropriate equivalent circuits. It is shown that using the selected drying procedures there is no change in the solid phase of the samples, although the technique can only be used for the qualitative study of variations in the solid phase when samples are too thick. The results of this work show that for a wide range of concrete percentages of saturation, from full to 18 % saturation, practically all the pores keep at least a thin layer of electrolyte covering their walls, since the capacitance measurement results are practically independent of the saturation degree. Impedance spectroscopy Degree of saturation Moisture distribution Antón, C. aut de Vera, G. aut Ortega, J. M. aut Climent, M. A. aut Enthalten in Journal of nondestructive evaluation Springer US, 1980 32(2013), 4 vom: 25. Juli, Seite 362-371 (DE-627)130515841 (DE-600)766165-4 (DE-576)016089006 0195-9298 nnns volume:32 year:2013 number:4 day:25 month:07 pages:362-371 https://doi.org/10.1007/s10921-013-0190-z lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-MAT GBV_ILN_70 AR 32 2013 4 25 07 362-371 |
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10.1007/s10921-013-0190-z doi (DE-627)OLC2073334970 (DE-He213)s10921-013-0190-z-p DE-627 ger DE-627 rakwb eng 510 VZ Sánchez, I. verfasserin aut Moisture Distribution in Partially Saturated Concrete Studied by Impedance Spectroscopy 2013 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media New York 2013 Abstract The moisture content and its spatial distribution has a great influence on the durability properties of concrete structures. Several non-destructive techniques have been used for the determination of the total water content, but moisture distribution is difficult to determine. In this paper impedance spectroscopy is used to study the water distribution in concrete samples with controlled and homogeneously distributed moisture contents. The technique is suitable for the determination of water distribution inside the sample, using the appropriate equivalent circuits. It is shown that using the selected drying procedures there is no change in the solid phase of the samples, although the technique can only be used for the qualitative study of variations in the solid phase when samples are too thick. The results of this work show that for a wide range of concrete percentages of saturation, from full to 18 % saturation, practically all the pores keep at least a thin layer of electrolyte covering their walls, since the capacitance measurement results are practically independent of the saturation degree. Impedance spectroscopy Degree of saturation Moisture distribution Antón, C. aut de Vera, G. aut Ortega, J. M. aut Climent, M. A. aut Enthalten in Journal of nondestructive evaluation Springer US, 1980 32(2013), 4 vom: 25. Juli, Seite 362-371 (DE-627)130515841 (DE-600)766165-4 (DE-576)016089006 0195-9298 nnns volume:32 year:2013 number:4 day:25 month:07 pages:362-371 https://doi.org/10.1007/s10921-013-0190-z lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-MAT GBV_ILN_70 AR 32 2013 4 25 07 362-371 |
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10.1007/s10921-013-0190-z doi (DE-627)OLC2073334970 (DE-He213)s10921-013-0190-z-p DE-627 ger DE-627 rakwb eng 510 VZ Sánchez, I. verfasserin aut Moisture Distribution in Partially Saturated Concrete Studied by Impedance Spectroscopy 2013 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media New York 2013 Abstract The moisture content and its spatial distribution has a great influence on the durability properties of concrete structures. Several non-destructive techniques have been used for the determination of the total water content, but moisture distribution is difficult to determine. In this paper impedance spectroscopy is used to study the water distribution in concrete samples with controlled and homogeneously distributed moisture contents. The technique is suitable for the determination of water distribution inside the sample, using the appropriate equivalent circuits. It is shown that using the selected drying procedures there is no change in the solid phase of the samples, although the technique can only be used for the qualitative study of variations in the solid phase when samples are too thick. The results of this work show that for a wide range of concrete percentages of saturation, from full to 18 % saturation, practically all the pores keep at least a thin layer of electrolyte covering their walls, since the capacitance measurement results are practically independent of the saturation degree. Impedance spectroscopy Degree of saturation Moisture distribution Antón, C. aut de Vera, G. aut Ortega, J. M. aut Climent, M. A. aut Enthalten in Journal of nondestructive evaluation Springer US, 1980 32(2013), 4 vom: 25. Juli, Seite 362-371 (DE-627)130515841 (DE-600)766165-4 (DE-576)016089006 0195-9298 nnns volume:32 year:2013 number:4 day:25 month:07 pages:362-371 https://doi.org/10.1007/s10921-013-0190-z lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-MAT GBV_ILN_70 AR 32 2013 4 25 07 362-371 |
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10.1007/s10921-013-0190-z doi (DE-627)OLC2073334970 (DE-He213)s10921-013-0190-z-p DE-627 ger DE-627 rakwb eng 510 VZ Sánchez, I. verfasserin aut Moisture Distribution in Partially Saturated Concrete Studied by Impedance Spectroscopy 2013 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media New York 2013 Abstract The moisture content and its spatial distribution has a great influence on the durability properties of concrete structures. Several non-destructive techniques have been used for the determination of the total water content, but moisture distribution is difficult to determine. In this paper impedance spectroscopy is used to study the water distribution in concrete samples with controlled and homogeneously distributed moisture contents. The technique is suitable for the determination of water distribution inside the sample, using the appropriate equivalent circuits. It is shown that using the selected drying procedures there is no change in the solid phase of the samples, although the technique can only be used for the qualitative study of variations in the solid phase when samples are too thick. The results of this work show that for a wide range of concrete percentages of saturation, from full to 18 % saturation, practically all the pores keep at least a thin layer of electrolyte covering their walls, since the capacitance measurement results are practically independent of the saturation degree. Impedance spectroscopy Degree of saturation Moisture distribution Antón, C. aut de Vera, G. aut Ortega, J. M. aut Climent, M. A. aut Enthalten in Journal of nondestructive evaluation Springer US, 1980 32(2013), 4 vom: 25. Juli, Seite 362-371 (DE-627)130515841 (DE-600)766165-4 (DE-576)016089006 0195-9298 nnns volume:32 year:2013 number:4 day:25 month:07 pages:362-371 https://doi.org/10.1007/s10921-013-0190-z lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-MAT GBV_ILN_70 AR 32 2013 4 25 07 362-371 |
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10.1007/s10921-013-0190-z doi (DE-627)OLC2073334970 (DE-He213)s10921-013-0190-z-p DE-627 ger DE-627 rakwb eng 510 VZ Sánchez, I. verfasserin aut Moisture Distribution in Partially Saturated Concrete Studied by Impedance Spectroscopy 2013 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media New York 2013 Abstract The moisture content and its spatial distribution has a great influence on the durability properties of concrete structures. Several non-destructive techniques have been used for the determination of the total water content, but moisture distribution is difficult to determine. In this paper impedance spectroscopy is used to study the water distribution in concrete samples with controlled and homogeneously distributed moisture contents. The technique is suitable for the determination of water distribution inside the sample, using the appropriate equivalent circuits. It is shown that using the selected drying procedures there is no change in the solid phase of the samples, although the technique can only be used for the qualitative study of variations in the solid phase when samples are too thick. The results of this work show that for a wide range of concrete percentages of saturation, from full to 18 % saturation, practically all the pores keep at least a thin layer of electrolyte covering their walls, since the capacitance measurement results are practically independent of the saturation degree. Impedance spectroscopy Degree of saturation Moisture distribution Antón, C. aut de Vera, G. aut Ortega, J. M. aut Climent, M. A. aut Enthalten in Journal of nondestructive evaluation Springer US, 1980 32(2013), 4 vom: 25. Juli, Seite 362-371 (DE-627)130515841 (DE-600)766165-4 (DE-576)016089006 0195-9298 nnns volume:32 year:2013 number:4 day:25 month:07 pages:362-371 https://doi.org/10.1007/s10921-013-0190-z lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC SSG-OLC-MAT GBV_ILN_70 AR 32 2013 4 25 07 362-371 |
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Abstract The moisture content and its spatial distribution has a great influence on the durability properties of concrete structures. Several non-destructive techniques have been used for the determination of the total water content, but moisture distribution is difficult to determine. In this paper impedance spectroscopy is used to study the water distribution in concrete samples with controlled and homogeneously distributed moisture contents. The technique is suitable for the determination of water distribution inside the sample, using the appropriate equivalent circuits. It is shown that using the selected drying procedures there is no change in the solid phase of the samples, although the technique can only be used for the qualitative study of variations in the solid phase when samples are too thick. The results of this work show that for a wide range of concrete percentages of saturation, from full to 18 % saturation, practically all the pores keep at least a thin layer of electrolyte covering their walls, since the capacitance measurement results are practically independent of the saturation degree. © Springer Science+Business Media New York 2013 |
abstractGer |
Abstract The moisture content and its spatial distribution has a great influence on the durability properties of concrete structures. Several non-destructive techniques have been used for the determination of the total water content, but moisture distribution is difficult to determine. In this paper impedance spectroscopy is used to study the water distribution in concrete samples with controlled and homogeneously distributed moisture contents. The technique is suitable for the determination of water distribution inside the sample, using the appropriate equivalent circuits. It is shown that using the selected drying procedures there is no change in the solid phase of the samples, although the technique can only be used for the qualitative study of variations in the solid phase when samples are too thick. The results of this work show that for a wide range of concrete percentages of saturation, from full to 18 % saturation, practically all the pores keep at least a thin layer of electrolyte covering their walls, since the capacitance measurement results are practically independent of the saturation degree. © Springer Science+Business Media New York 2013 |
abstract_unstemmed |
Abstract The moisture content and its spatial distribution has a great influence on the durability properties of concrete structures. Several non-destructive techniques have been used for the determination of the total water content, but moisture distribution is difficult to determine. In this paper impedance spectroscopy is used to study the water distribution in concrete samples with controlled and homogeneously distributed moisture contents. The technique is suitable for the determination of water distribution inside the sample, using the appropriate equivalent circuits. It is shown that using the selected drying procedures there is no change in the solid phase of the samples, although the technique can only be used for the qualitative study of variations in the solid phase when samples are too thick. The results of this work show that for a wide range of concrete percentages of saturation, from full to 18 % saturation, practically all the pores keep at least a thin layer of electrolyte covering their walls, since the capacitance measurement results are practically independent of the saturation degree. © Springer Science+Business Media New York 2013 |
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<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">OLC2073334970</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230503145341.0</controlfield><controlfield tag="007">tu</controlfield><controlfield tag="008">200819s2013 xx ||||| 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s10921-013-0190-z</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)OLC2073334970</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-He213)s10921-013-0190-z-p</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">510</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Sánchez, I.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Moisture Distribution in Partially Saturated Concrete Studied by Impedance Spectroscopy</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2013</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">ohne Hilfsmittel zu benutzen</subfield><subfield code="b">n</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Band</subfield><subfield code="b">nc</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© Springer Science+Business Media New York 2013</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract The moisture content and its spatial distribution has a great influence on the durability properties of concrete structures. Several non-destructive techniques have been used for the determination of the total water content, but moisture distribution is difficult to determine. In this paper impedance spectroscopy is used to study the water distribution in concrete samples with controlled and homogeneously distributed moisture contents. The technique is suitable for the determination of water distribution inside the sample, using the appropriate equivalent circuits. It is shown that using the selected drying procedures there is no change in the solid phase of the samples, although the technique can only be used for the qualitative study of variations in the solid phase when samples are too thick. The results of this work show that for a wide range of concrete percentages of saturation, from full to 18 % saturation, practically all the pores keep at least a thin layer of electrolyte covering their walls, since the capacitance measurement results are practically independent of the saturation degree.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Impedance spectroscopy</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Degree of saturation</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Moisture distribution</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Antón, C.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">de Vera, G.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Ortega, J. M.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Climent, M. A.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Journal of nondestructive evaluation</subfield><subfield code="d">Springer US, 1980</subfield><subfield code="g">32(2013), 4 vom: 25. Juli, Seite 362-371</subfield><subfield code="w">(DE-627)130515841</subfield><subfield code="w">(DE-600)766165-4</subfield><subfield code="w">(DE-576)016089006</subfield><subfield code="x">0195-9298</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:32</subfield><subfield code="g">year:2013</subfield><subfield code="g">number:4</subfield><subfield code="g">day:25</subfield><subfield code="g">month:07</subfield><subfield code="g">pages:362-371</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">https://doi.org/10.1007/s10921-013-0190-z</subfield><subfield code="z">lizenzpflichtig</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_OLC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-TEC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-MAT</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">32</subfield><subfield code="j">2013</subfield><subfield code="e">4</subfield><subfield code="b">25</subfield><subfield code="c">07</subfield><subfield code="h">362-371</subfield></datafield></record></collection>
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