Multiscale lattice Boltzmann-finite element modelling of chloride diffusivity in cementitious materials. Part I: Algorithms and implementation
• A multiscale method is proposed to estimate chloride diffusivity in concrete. • The 3D structures of cement paste, ITZ, mortar and concrete are generated. • The lattice Boltzmann method is used as micro-scale solver. • The finite element method is selected as meso-scale solver. • The upscaling bet...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Zhang, Mingzhong [verfasserIn] |
|---|
| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2014 |
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| Schlagwörter: |
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| Umfang: |
11 |
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| Übergeordnetes Werk: |
Enthalten in: EP-1922: Comparing MLC positioning errors in Clinac and Truebeam Linacs by analysing log files - Alonso, J. Olasolo ELSEVIER, 2016, Amsterdam [u.a.] |
|---|---|
| Übergeordnetes Werk: |
volume:58 ; year:2014 ; pages:53-63 ; extent:11 |
| Links: |
|---|
| DOI / URN: |
10.1016/j.mechrescom.2013.09.002 |
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| 520 | |a • A multiscale method is proposed to estimate chloride diffusivity in concrete. • The 3D structures of cement paste, ITZ, mortar and concrete are generated. • The lattice Boltzmann method is used as micro-scale solver. • The finite element method is selected as meso-scale solver. • The upscaling between micro-scale and meso-scale simulations is performed. | ||
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Multiscale lattice Boltzmann-finite element modelling of chloride diffusivity in cementitious materials. Part I: Algorithms and implementation |
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• A multiscale method is proposed to estimate chloride diffusivity in concrete. • The 3D structures of cement paste, ITZ, mortar and concrete are generated. • The lattice Boltzmann method is used as micro-scale solver. • The finite element method is selected as meso-scale solver. • The upscaling between micro-scale and meso-scale simulations is performed. |
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• A multiscale method is proposed to estimate chloride diffusivity in concrete. • The 3D structures of cement paste, ITZ, mortar and concrete are generated. • The lattice Boltzmann method is used as micro-scale solver. • The finite element method is selected as meso-scale solver. • The upscaling between micro-scale and meso-scale simulations is performed. |
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• A multiscale method is proposed to estimate chloride diffusivity in concrete. • The 3D structures of cement paste, ITZ, mortar and concrete are generated. • The lattice Boltzmann method is used as micro-scale solver. • The finite element method is selected as meso-scale solver. • The upscaling between micro-scale and meso-scale simulations is performed. |
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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">ELV027739910</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230623191216.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">180603s2014 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1016/j.mechrescom.2013.09.002</subfield><subfield code="2">doi</subfield></datafield><datafield tag="028" ind1="5" ind2="2"><subfield code="a">GBVA2014002000001.pica</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)ELV027739910</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(ELSEVIER)S0093-6413(13)00137-7</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=" "><subfield code="a">670</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">670</subfield><subfield code="q">DE-600</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">610</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">570</subfield><subfield code="a">540</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Zhang, Mingzhong</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Multiscale lattice Boltzmann-finite element modelling of chloride diffusivity in cementitious materials. Part I: Algorithms and implementation</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2014</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">11</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zzz</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">z</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zu</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">• A multiscale method is proposed to estimate chloride diffusivity in concrete. • The 3D structures of cement paste, ITZ, mortar and concrete are generated. • The lattice Boltzmann method is used as micro-scale solver. • The finite element method is selected as meso-scale solver. • The upscaling between micro-scale and meso-scale simulations is performed.</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Finite element method</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Chloride diffusivity</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Lattice Boltzmann method</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Microstructure</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Multiscale</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Ye, Guang</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">van Breugel, Klaas</subfield><subfield code="4">oth</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="n">Elsevier</subfield><subfield code="a">Alonso, J. Olasolo ELSEVIER</subfield><subfield code="t">EP-1922: Comparing MLC positioning errors in Clinac and Truebeam Linacs by analysing log files</subfield><subfield code="d">2016</subfield><subfield code="g">Amsterdam [u.a.]</subfield><subfield code="w">(DE-627)ELV01373136X</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:58</subfield><subfield code="g">year:2014</subfield><subfield code="g">pages:53-63</subfield><subfield code="g">extent:11</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.1016/j.mechrescom.2013.09.002</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ELV</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-PHA</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_21</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_40</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">58</subfield><subfield code="j">2014</subfield><subfield code="h">53-63</subfield><subfield code="g">11</subfield></datafield><datafield tag="953" ind1=" " ind2=" "><subfield code="2">045F</subfield><subfield code="a">670</subfield></datafield></record></collection>
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