Influence of Temperature in the Early-age Elastic Modulus Evolution of Cement Pastes and Concrete

• Published in: Journal of Advanced Concrete Technology Vol. 21; no. 10; pp. 803 - 820
• Main Authors: Granja, José, Ribeiro, Renan Rocha, Russo, Thomas, Lameiras, Rodrigo, Azenha, Miguel
• Format: Journal Article
• Language: English
• Published: Tokyo Japan Concrete Institute 26.10.2023; Japan Concrete Institute (JCI); Japan Science and Technology Agency
• Subjects: Activation energy; Cement; Cement paste; Compressive strength; Concrete; Evolution; Hydration; Material properties; Modulus of elasticity; Temperature dependence; Tensile strength
• ISSN: 1346-8014; 1347-3913
• DOI: 10.3151/jact.21.803

The influence of temperature on the hydration of cementitious materials has been traditionally modelled using the maturity concept and Arrhenius law. This approach yields a single material property, called apparent activation energy (Ea), that describes the whole temperature dependence. Determining Ea experimentally has sparked controversy, such as whether the different properties (e.g., compressive strength, tensile strength, E-modulus) exhibit different Ea, whether a single Ea value exists for the entire hydration process, or whether cement paste and concrete possess the same Ea. Furthermore, studies measuring Ea from elastic modulus measurements are truly scarce, likely due to experimental challenges with measuring this property at early-ages. This work investigated the influence of temperature on the elastic modulus evolution of cement paste and concrete. A single mix for each material was tested with the EMM-ARM (Elasticity Modulus Measurement through Ambient Response Method) methodology under three different isothermal conditions. The resulting elastic modulus evolution curves were used to derive Ea evolution curves from two traditional computation methods: the ‘speed’ method and the ‘derivative of speed’ method. Results showed that the elastic modulus evolution of both materials initially presented a constant Ea, independent of temperature and hydration development as preconized by the classical Arrhenius law. However, as hydration progressed to later stages, the activation energy exhibited evident dependencies on both temperature and hydration levels. Cement paste and concrete consistently exhibited different Ea values throughout hydration, with concrete having higher values. The use of the Ea curves to superimpose the different experimental elastic modulus evolution curves by means of the equivalent age concept led to near-perfect superpositions, strengthening the validity of this concept when applied to elastic modulus evolution.