Full Text:   <3346>

Summary:  <2023>

CLC number: TU528

On-line Access: 2024-08-27

Received: 2023-10-17

Revision Accepted: 2024-05-08

Crosschecked: 2018-11-10

Cited: 0

Clicked: 4205

Citations:  Bibtex RefMan EndNote GB/T7714

 ORCID:

Jin-tao Liu

https://orcid.org/0000-0002-1888-2529

Chun-ping Gu

https://orcid.org/0000-0003-4102-0350

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Journal of Zhejiang University SCIENCE A 2018 Vol.19 No.12 P.926-938

http://doi.org/10.1631/jzus.A1800394


Influence of dry heating regime on the mechanical and shrinkage properties of reactive powder concrete


Author(s):  Jin-tao Liu, Yang Yang, Chun-ping Gu, He-dong Li

Affiliation(s):  College of Architecture and Civil Engineering, Zhejiang University of Technology, Hangzhou 310014, China; more

Corresponding email(s):   guchunping@zjut.edu.cn

Key Words:  High-temperature curing, Reactive powder concrete (RPC), Mechanical properties, Shrinkage



Abstract: 
The influence of the curing temperature (150 °C, 200 °C, 250 °C, and 300 °C) and curing time (4 h, 8 h, and 12 h) on the mechanical properties and shrinkage development of reactive powder concrete (RPC) was studied, and a curing regime for improving its mechanical properties is proposed. Test results show that the compressive and flexural strengths of specimens increase at curing temperatures of 200 °C to 250 °C, but decrease at curing temperature of 300 °C. Meanwhile, shrinkage measurement results indicate that the ultimate shrinkage of high-temperature cured RPC at 50% relative humidity (RH) is lower than in the control group. Scanning electron microscope results reveal that high-temperature curing improves the microscopic pore structure of RPC and makes the interfacial transition zone denser. Furthermore, the dry-heat curing regime can accelerate the cement hydration process, and tobermorite or xonotlite was found to be one of the major crystalline hydrates at high temperature.

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