Brittleness of Concrete under Different Curing Conditions

• Published in: Materials Vol. 14; no. 24; p. 7865
• Main Authors: Zhang, Shuai, Han, Bing, Xie, Huibing, An, Mingzhe, Lyu, Shengxu
• Format: Journal Article
• Language: English
• Published: Switzerland MDPI AG 19.12.2021; MDPI
• Subjects: Age; Brittleness; Cement; Compressive strength; concrete; Concrete blocks; Concrete construction; Concrete mixing; Crack initiation; Crack opening displacement; Crack tips; Curing; curing condition; Fracture mechanics; fracture property; Fracture toughness; Hydration; loading age; Mathematical models; Parameters; Steam curing; Strain energy release rate; Tensile strength; concrete; brittleness; fracture property; loading age; curing condition
• DOI: 10.3390/ma14247865
• ISSN: 1996-1944

In order to shorten construction periods, concrete is often cured using steam and is loaded at an early age. This changes the performance and even the durability of the concrete compared to concrete that has been cured under normal conditions. Thus, the pattern and the mechanism of concrete performance change under different curing conditions, and loading ages are of great significance. The development of brittleness under different curing conditions and loading ages was studied. The evaluation methods that were used to determine concrete brittleness were expounded. Steam, standard, and natural curing conditions were carried out on single-side notched concrete beams as well as on a concrete prism and cubic blocks. The compressive strength and splitting tensile strength of the concrete blocks along with the fracture performance of the concrete beams were tested after 3, 7, 28, and 90 days. The steam curing condition significantly improved the strength of concrete before 28 days had passed, and the standard curing condition improved the strength of concrete after 28 days. Based on the experimental fracture parameters, a two-parameter fracture model was applied to study the development of fracture toughness KICS, critical crack tip opening displacement CTODc, and critical strain energy release rate GICS with hydration age under different curing conditions. With respect to long-term performance, the standard curing condition was better at resisting concrete crack propagations than the steam curing condition was. The characteristic length lch and the material length Q under the three curing conditions and the long-term development of brittleness in the concrete indicated that steam curing increased the concrete brittleness. Considering the effects of the curing condition and the loading age, a time-dependent concrete fracture toughness model was established, and the predicted value of the model was verified against the measured value. The results indicated that the model was able to accurately predict the fracture toughness with an error rate of less than 16%.