Impacts of various factors on the rehydration of cement-based materials with a low water–binder ratio using mathematical models. (30th October 2016)

• Record Type: Journal Article
• Authors: Wang, Yue; An, Mingzhe; Yu, Ziruo; Han, Song
• Is Part Of: Construction & building materials. Volume 125(2016)
• Page Start: 160
• Page End: 167
• Publication Date: 2016-10-30
• Subjects: Rehydration -- Hydration degree -- Model -- Ultrahigh performance concrete -- Bound water; Building materials -- Periodicals; 624.18
• DOI: 10.1016/j.conbuildmat.2016.08.047
• Languages: English
• ISSNs: 0950-0618

Abstract

Highlights: Ultrahigh performance concrete has a low water–binder ratio. Rehydration of unhydrated cementitious components can affect concrete performance. The effects of various conditions on the rehydration degree of samples were tested. The ambient temperature has a significant impact on rehydration. A modified rehydration model was developed and validated. Abstract: When cement-based materials with a low water–binder ratio are exposed to water, the internal unhydrated cementitious components undergo rehydration. Rehydration tests of paste samples with a low water–binder ratio were conducted to determine the hydration degree under water immersion conditions. A modified rehydration model was developed based on a thermodynamic model for cement hydration and used to predict the hydration degrees of samples at different times. The modified rehydration model closely agreed with the test data. The ambient temperature significantly impacted material rehydration. The temperature effect on the rehydration reaction rate constant follows the Arrhenius law.