Acta Mechanica Solida Sinica

, Volume 21, Issue 4, pp 327–332 | Cite as

Equivalent Model of Expansion of Cement Mortar Under Sulphate Erosion

  • Jue Zhu
  • Minqiang Jiang
  • Jiankang Chen


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.

Key Words

size effect microvoids expansion sodium sulfate attack 


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Copyright information

© The Chinese Society of Theoretical and Applied Mechanics and Technology 2008

Authors and Affiliations

  1. 1.Mechanics and Materials Science Research CenterNingbo UniversityNingboChina
  2. 2.State Key Laboratory of Nonlinear Mechanics (LNM)Institute of Mechanics, Chinese Academy of SciencesBeijingChina

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