Techno Press
Techno Press

Computers and Concrete
  Volume 15, Number 5, May 2015 , pages 847-864
DOI: https://doi.org/10.12989/cac.2015.15.5.847
 


A reaction-diffusion modeling of carbonation process in self-compacting concrete
Chuanqing Fu, Hailong Ye, Xianyu Jin, Nanguo Jin and Lingli Gong

 
Abstract
    In this paper, a reaction-diffusion model of carbonation process in self-compacting concrete (SCC) was realized with a consideration of multi-field couplings. Various effects from environmental conditions, e.g. ambient temperature, relative humidity, carbonation reaction, were incorporated into a numerical simulation proposed by ANSYS. In addition, the carbonation process of SCC was experimentally investigated and compared with a conventionally vibrated concrete (CVC). It is found that SCC has a higher carbonation resistance than CVC with a comparable compressive strength. The numerical solution analysis agrees well with the test results, indicating that the proposed model is appropriate to calculate and predict the carbonation process in SCC. The parameters sensitivity analysis also shows that the carbon dioxide diffusion coefficient and moisture field are essentially crucial to the carbonation process in SCC.
 
Key Words
    SCC; carbonation process; numerical simulation; reaction-diffusion modeling
 
Address
Chuanqing Fu: College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, 310058, China;
College of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou, 310014, China;
Zhejiang Key Laboratory of Civil Engineering Structures & Disaster Prevention and Mitigation Technology, Hangzhou, 310014, China
Hailong Ye: Department of Civil and Environmental Engineering, The Pennsylvania State University, 3127 Research Drive, PA, 16801, USA
Xianyu Jin, Nanguo Jin and Lingli Gong: College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, 310058, China
 

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