Effects of Environmental Factors on Concrete Carbonation Depth and Compressive Strength

被引:103
作者
Chen, Ying [1 ,2 ]
Liu, Peng [1 ,2 ]
Yu, Zhiwu [1 ,2 ]
机构
[1] Cent S Univ, Sch Civil Engn, 22 Shaoshan Rd, Changsha 410075, Hunan, Peoples R China
[2] Natl Engn Lab High Speed Railway Construct, 22 Shaoshan Rd, Changsha 410075, Hunan, Peoples R China
基金
中国博士后科学基金;
关键词
concrete; carbonation depth; temperature; relative humidity; CO2; concentration; compressive strength; GLOBAL CLIMATE-CHANGE; CHLORIDE PENETRATION; FLY-ASH; INFRASTRUCTURE; RESISTANCE; CONTEXT; MODEL;
D O I
10.3390/ma11112167
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
The influence of temperature, CO2 concentration and relative humidity on the carbonation depth and compressive strength of concrete was investigated. Meanwhile, phase composition, types of hydration products and microstructure characteristics of samples before and after the carbonation were analyzed by XRD and ESEM. Research results demonstrate that temperature, CO2 concentration and relative humidity influence the carbonation depth and compressive strength of concrete significantly. There is a linear relationship between temperature and carbonation depth, as well as the compressive strength of concrete. CO2 concentration and relative humidity present a power function and a polynomial function with carbonation depth of concrete, respectively. The concrete carbonation depth increases with the increase of relative humidity and reaches the maximum value when the relative humidity is 70%. Significant differences of phase composition, hydration products and microstructure are observed before and after the carbonation. Carbonization products of samples are different with changes of temperatures (10 degrees C, 20 degrees C and 30 degrees C). The result of crystal structure analysis indicates that the carbonation products are mainly polyhedral spherical vaterite and aragonite.
引用
收藏
页数:11
相关论文
共 24 条
[1]   Carbonation of concrete bridge structures in three South African localities [J].
Alexander, M. G. ;
Mackechnie, J. R. ;
Yam, W. .
CEMENT & CONCRETE COMPOSITES, 2007, 29 (10) :750-759
[2]  
[Anonymous], INT J LIFE CYCLE ASS
[3]   Accelerated carbonation and testing of concrete made with fly ash [J].
Atis, CD .
CONSTRUCTION AND BUILDING MATERIALS, 2003, 17 (03) :147-152
[4]   Effect of loading on carbonation penetration in reinforced concrete elements [J].
Castel, A ;
François, R ;
Arliguie, G .
CEMENT AND CONCRETE RESEARCH, 1999, 29 (04) :561-565
[5]   The experimental investigation of concrete carbonation depth [J].
Chang, Cheng-Feng ;
Chen, Jing-Wen .
CEMENT AND CONCRETE RESEARCH, 2006, 36 (09) :1760-1767
[6]   Quantitative analysis of concrete property under effects of crack, freeze-thaw and carbonation [J].
Cheng, Yongchun ;
Zhang, Yuwei ;
Jiao, Yubo ;
Yang, Jinsheng .
CONSTRUCTION AND BUILDING MATERIALS, 2016, 129 :106-115
[7]   Experimental study on effects of CO2 concentrations on concrete carbonation and diffusion mechanisms [J].
Cui, Hongzhi ;
Tang, Waiching ;
Liu, Wei ;
Dong, Zhijun ;
Xing, Feng .
CONSTRUCTION AND BUILDING MATERIALS, 2015, 93 :522-527
[8]   Green concrete composite incorporating fly ash with high strength and fracture toughness [J].
Golewski, Grzegorz Ludwik .
JOURNAL OF CLEANER PRODUCTION, 2018, 172 :218-226
[9]   Generalized Fracture Toughness and Compressive Strength of Sustainable Concrete Including Low Calcium Fly Ash [J].
Golewski, Grzegorz Ludwik .
MATERIALS, 2017, 10 (12)
[10]   Large time behavior of a solution of carbon dioxide transport model in concrete carbonation process [J].
Kumazaki, Kota .
JOURNAL OF DIFFERENTIAL EQUATIONS, 2014, 257 (06) :2136-2158