Title of article
Equivalent model of expansion of cement mortar under sulphate erosion
Author/Authors
Zhu، نويسنده , , Jue and Jiang، نويسنده , , Minqiang and Chen، نويسنده , , Jiankang، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2008
Pages
6
From page
327
To page
332
Abstract
The expansion property of cement mortar under the attack of sulfate ions is studied by experimental and theoretical methods. First, cement mortars are fabricated with the ratio of water to cement of 0.4, 0.6, and 0.8. Secondly, the expansion of specimen immerged in sulphate solution is measured at different times. Thirdly, a theoretical model of expansion of cement mortar under sulphate erosion is suggested by virtue of represent volume element method. In this model, the damage evolution due to the interaction between delayed ettringite and cement mortar is taken into account. Finally, the numerical calculation is performed. The numerical and experimental results indicate that the model perfectly describes the expansion of the cement mortar.
Keywords
Microvoids , Size effect , EXPANSION , Sodium sulfate attack
Journal title
Acta Mechanica Solida Sinica
Serial Year
2008
Journal title
Acta Mechanica Solida Sinica
Record number
2227786
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