EQUIVALENT MODEL OF EXPANSION OF CEMENT MORTAR UNDER SULPHATE EROSION


Autoria(s): Zhu J; 蒋敏强; Chen JK
Data(s)

2008

Resumo

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.

Identificador

http://dspace.imech.ac.cn/handle/311007/25372

http://www.irgrid.ac.cn/handle/1471x/6793

Idioma(s)

英语

Publicador

Heidelberg

Fonte

Acta Mechanica Solida Sinica. 8th International Conference on Fundamentals of Fracture, Clear Water Bay, PEOPLES R CHINA. JAN 03-07, 2008, pp.327-332.

Palavras-Chave #Size Effect #Microvoids #Expansion #Sodium Sulfate Attack #Attack #Concrete #Pastes
Tipo

会议论文