Determination of the apparent activation energy of concrete carbonation

Guo Li , Yingshu Yuan , Jianmin Du , Yongsheng Ji

Journal of Wuhan University of Technology Materials Science Edition ›› 2013, Vol. 28 ›› Issue (5) : 944 -949.

PDF
Journal of Wuhan University of Technology Materials Science Edition ›› 2013, Vol. 28 ›› Issue (5) : 944 -949. DOI: 10.1007/s11595-013-0798-y
Cementitious Material

Determination of the apparent activation energy of concrete carbonation

Author information +
History +
PDF

Abstract

Accelerated carbonation experiments about the development of carbonation rates of ordinary Portland cement concrete under different artificial climates were carried out. Six water cement ratios and six climate condition combinations of temperature and relative humidity were used. Results indicate that changes of concrete carbonation rate with environmental temperature agree the Arrhenius law well, which suggests concrete carbonation rate has obvious dependence on temperature. The higher the temperature is, the more quickly the concrete carbonates, and at the same time it is also affected by environmental relative humidity. Thereafter, the apparent activation energy E a of concrete carbonation reaction was obtained, ranging from 16.8 to 20.6 kJ/mol corresponding 0.35–0.74 water cement ratio, and lower water cement ratio will cause the apparent activation energy increase. Concrete carbonation rates will increase 1.1–1.69 times as temperature increase every 10 °C at the temperature range of 10 to 60 °C.

Keywords

concrete / carbonation rate / apparent activation energy / temperature

Cite this article

Download citation ▾
Guo Li, Yingshu Yuan, Jianmin Du, Yongsheng Ji. Determination of the apparent activation energy of concrete carbonation. Journal of Wuhan University of Technology Materials Science Edition, 2013, 28(5): 944-949 DOI:10.1007/s11595-013-0798-y

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

Zhang Y, Jiang L X A Practical Mathematical Model of Concrete Carbonation Depth Based on the Mechanism[J]. Industrial Construction, 1998, 28(1): 16-19.

[2]

Jin W L, Yan F Probabilistic Model of Carbonation Index on Concrete Durability[J]. Concrete, 2000 35-37.

[3]

Qu W J, Chen D P Stochastic Model of Concrete Carbonation[J]. Journal of TongJi University (Natural Science), 2007, 35(5): 577-581.

[4]

Liu Z Y, Sun W Modeling Carbonation for Corrosion Risk Service Life Prediction of Concrete under Combined Action of Durability Factors[J]. Concrete, 2003 3-7.

[5]

Niu D T, Dong Z P, Pu Y X Random Model of Predicting the Carbonated Concrete Depth[J]. Industrial Construction, 1999, 29(9): 41-45.

[6]

Papadakis V G, Vayenas C G, Fardis M N Fundamental Modeling and Experimental Investigation of Concrete Carbonation[J]. ACI Materials Journal, 1991 363-373.

[7]

Loo Y H, Chin M S, Tam C T, . A Carbonation Prediction Model for Accelerated Carbonation Testing of Concrete[J]. Magazine of Concrete Research, 1994, 46(168): 191-200.

[8]

Li G, Yuan Y S, Geng O Influences of Climate Conditions on Concrete Carbonization Rates[J]. Concrete, 2004 49-51.

[9]

Liu X Prediction Model of Carbonation Rate Based on Concrete Microenvironment[D], 2010 Xuzhou China University of Mining & Technology

[10]

Roy S K, Beng P K, Northwood D O The Carbonation of Concrete Structures in the Tropical Environment of Singapore and a Comparison with Published Data for Temperate Climate[J]. Magazine of Concrete Research, 1996, 48(177): 293-300.

[11]

Wu X L, Chen M, Zhu B R Study on the Kinetics of Pozzolanic Reaction of Fly Ashes[J]. Journal of Building Materials, 2002, 5(2): 120-125.

[12]

Hassan G, Dan Z, Robert L Predicting ASR Aggregate Reactivity in Terms of Its Activation Energy [J]. Construction and Building Materials, 2010 1 101-1 108.

[13]

Wang C H, Sun W, Jiang J Y, . The Study on Diffusion Performance of Chloride Ion in Concrete under Coupling Action of Dynamic Load and Environment[J]. Industrial Construction, 2010, 40(11): 1-5.

[14]

Wei X S, Xiao L Z Activation Energy of Portland Cement Hydration by Electrical Resistivity Measurement [J]. Journal of the Chinese Ceramic Society, 2011, 39(4): 676-681.

[15]

Wang J C, Yan P Y, Yu H F Apparent Activation Energy of Concrete in Early Age Determined by Adiabatic Test[J]. Journal of Wuhan University of Technology-Materials Science Edition, 2007, 22(3): 537-541.

[16]

Wirquin E, Broda M, Duthoit B Determination of the Apparent Activation Energy of One Concrete by Calorimetric and Mechanical Means Influence of a Superplasticizer[J]. Cement and Concrete Research, 2002, 32(8): 1 207-1 213.

[17]

Nishida T Influence of Temperature on Deterioration Process of Reinforced Concrete Members due to Steel Corrosion[D], 2006 Tokyo Tokyo Institute of Technology

[18]

Uomoto T, Takada Y Factors Affecting Concrete Carbonation Ratio[J]. Journal of Materials, Concrete Structures and Pavements, 1992, 17(451): 119-128.

[19]

Fang K T, Wang Y Uniform Design and Uniform Design Table[M], 1994 Beijing Science Press

AI Summary AI Mindmap
PDF

242

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/