Study on Autogenous Deformation of Concrete Incorporating MgO as Expansive Agent |
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| Journal | Key Engineering Materials (Volumes 302 - 303) |
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| Volume | Environmental Ecology and Technology of Concrete |
| Edited by | Nai-Qian Feng and Gai-Fei Peng |
| Pages | 155-161 |
| DOI | 10.4028/www.scientific.net/KEM.302-303.155 |
| Citation | Shu Hua Liu et al., 2006, Key Engineering Materials, 302-303, 155 |
| Online since | January, 2006 |
| Authors | Shu Hua Liu, Kun He Fang |
| Keywords | Autogenous Deformation, Concrete, Fly Ash (FA), Mathematical Model, MgO, Temperature |
| Abstract | In order to establish a mathematic model of the autogenous deformation of concrete incorporating MgO as expansive agent, we study the characteristics of it. Based on the results of testing researches and testing data, we get a mathematic model, which can clearly reveal the characteristics of autogenous deformation of concrete incorporating MgO as expansive agent. Autogenous deformation of concrete incorporating MgO as expansive agent is steady, the expansion is not infinite and there is no retrogress. Age mainly influences the basic equation of autogenous deformation. The content of MgO (or fly ash) and temperature will magnify (or reduce) the deformation. |
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