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Double inclusion model for approximate elastic moduli of concrete material

Yang, C.C. / Huang, R.

The overall elastic moduli of concrete composite materials are investigated in this study by employing the theory of micromechanics. A method based on Mori-Tanaka Theory and double inclusion can provide a more accurate evaluation of the average elastic relationships of concrete composite materials. The inclusions are divided into two groups: fine aggregate and coarse aggregate. Moreover, the overall elastic moduli of the concrete composite material are given as a function of properties and volume fraction of the following three components: fine aggregate, coarse aggregate, and cement paste. A comparison is also made between the theoretical results and published experimental data.

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Double inclusion model for approximate elastic moduli of concrete material

Yang, C.C. / Huang, R.

The overall elastic moduli of concrete composite materials are investigated in this study by employing the theory of micromechanics. A method based on Mori-Tanaka Theory and double inclusion can provide a more accurate evaluation of the average elastic relationships of concrete composite materials. The inclusions are divided into two groups: fine aggregate and coarse aggregate. Moreover, the overall elastic moduli of the concrete composite material are given as a function of properties and volume fraction of the following three components: fine aggregate, coarse aggregate, and cement paste. A comparison is also made between the theoretical results and published experimental data.

Double inclusion model for approximate elastic moduli of concrete material

Yang, C.C. / Huang, R.

The overall elastic moduli of concrete composite materials are investigated in this study by employing the theory of micromechanics. A method based on Mori-Tanaka Theory and double inclusion can provide a more accurate evaluation of the average elastic relationships of concrete composite materials. The inclusions are divided into two groups: fine aggregate and coarse aggregate. Moreover, the overall elastic moduli of the concrete composite material are given as a function of properties and volume fraction of the following three components: fine aggregate, coarse aggregate, and cement paste. A comparison is also made between the theoretical results and published experimental data.

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Title:

Double inclusion model for approximate elastic moduli of concrete material

Additional title:

Entwicklung eines Modells zur näherungsweisen Bestimmung der elastischen Moduli von Betonen mit zwei verschiedenen Zuschlagstoffen

Contributors:

Yang, C.C. (author) / Huang, R. (author)

Published in:

Cement and Concrete Research ; 26 ; 83-91

Publication date:

1996

Size:

9 Seiten, 3 Bilder, 4 Tabellen, 15 Quellen

ISSN:

DOI:

https://doi.org/10.1016/0008-8846(95)00196-4

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Elastizität , statischer Elastizitätsmodul , mechanische Eigenschaft , Beton , Mörtel , Modell , mathematisches Modell , Zuschlagstoff , Mikromechanik , Zementpaste

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