Models for Autogenous Shrinkage in Low Water-Binder Ratios Concrete

Abstract:

Non-structural cracking of concrete is a serious problem and the underlying phenomena, namely, shrinkage and creep, need to be better understood. Much research has been devoted to this complex problem. However, despite major successes, the phenomenon of autogenous shrinkage is still far from being fully understood. The paper discusses the main aspects of concrete shrinkage, with a focus on autogenous shrinkage, which are especially important in low water/binder ratio concrete. These aspects include the theories of physical mechanism, prediction models and future research trends. Shrinkage of concrete due to moisture changes, which result in surface and capillary tension, was reviewed. The mechanisms often cannot be directly linked to the macroscopically observed dilatation/contraction. An overview of recent model developments is also presented.

• Periodical: Advanced Materials Research (Volume 487)
• Pages: 435-439
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.487.435
• Online since: March 2012
• Authors: Qiao Zhu, Lin Hua Jiang, Jin Xia Xu
• Keywords: Autogenous Shrinkage, Low Water-Binder Ratios, Mechanism, Pore Structure, Prediction Model, Relative Humidity

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