scholarly journals Chloride Binding of Cement Estimated by Binding Isotherms of Hydrates

2005 ◽  
Vol 3 (1) ◽  
pp. 77-84 ◽  
Author(s):  
Hiroshi Hirao ◽  
Kazuo Yamada ◽  
Haruka Takahashi ◽  
Hassan Zibara
Materials ◽  
2020 ◽  
Vol 13 (23) ◽  
pp. 5522
Author(s):  
Jerzy Jasielec ◽  
Jakub Stec ◽  
Krzysztof Szyszkiewicz-Warzecha ◽  
Artur Łagosz ◽  
Jan Deja ◽  
...  

A non-equilibrium diffusion–reaction model is proposed to describe chloride transport and binding in cementitious materials. A numerical solution for this non-linear transport with reaction problem is obtained using the finite element method. The effective chloride diffusion coefficients and parameters of the chloride binding are determined using the inverse method based on a diffusion–reaction model and experimentally measured chloride concentrations. The investigations are performed for two significantly different cements: ordinary Portland and blast furnace cements. The results are compared with the classical diffusion model and appropriate apparent diffusion coefficients. The role of chloride binding, with respect to the different binding isotherms applied, in the overall transport of chlorides is discussed, along with the applicability of the two models. The proposed work allows the determination of important parameters that influence the longevity of concrete structures. The developed methodology can be extended to include more ions, electrostatic interactions, and activity coefficients for even more accurate estimation of the longevity.


2016 ◽  
Vol 17 (5) ◽  
pp. 655-672 ◽  
Author(s):  
Hailong Ye ◽  
Xianyu Jin ◽  
Wei Chen ◽  
Chuanqing Fu ◽  
Nanguo Jin

1998 ◽  
Vol 28 (7) ◽  
pp. 939-945 ◽  
Author(s):  
G.K. Glass ◽  
G.M. Stevenson ◽  
N.R. Buenfeld

1995 ◽  
Vol 309 (2) ◽  
pp. 403-410 ◽  
Author(s):  
J K Grady ◽  
A B Mason ◽  
R C Woodworth ◽  
N D Chasteen

The effects of site-directed mutation and salt on the iron(III)-binding site of the recombinant half-molecule of the N-terminal lobe (hTf/2N) of human transferrin was studied by EPR spectroscopy. Changes were observed in the EPR spectra of all variants investigated (D63S, D63C, G65R, K206Q, H207E, H249E, H249Q, K296E and K296Q) compared with that of the wild-type protein. The most pronounced changes in the metal site were caused by replacement of the coordinating residues, Asp-63 and His-249, and the non-coordinating residue Lys-296, which is located in the hinge region of the iron-binding cleft. The EPR spectral changes from replacement of other non-coordinating residues were more subtle, indicating small changes in Fe3+ coordination to the protein. The EPR spectrum of variant G65R suggests that it adopts two distinct conformations in solution, one in which the two domains forming the iron-binding cleft are closed and one in which they are open; in the latter instance Asp-63 is no longer coordinated to the Fe3+. Chloride-binding studies on hTf/2N, K206Q, H207E, K296Q and K296E showed similar binding isotherms, indicating that none of the hinge region residues replaced, i.e. Lys-206, His-207 or Lys-296, are the sites of chloride binding. The results show that the coordination environment of the Fe3+ is sensitive to structural changes from site-directed mutation of both remote and coordinated residues and also to chloride-binding and ionic strength effects.


2021 ◽  
Vol 143 ◽  
pp. 106378 ◽  
Author(s):  
A. Jain ◽  
B. Gencturk ◽  
M. Pirbazari ◽  
M. Dawood ◽  
A. Belarbi ◽  
...  

2011 ◽  
Vol 105-107 ◽  
pp. 957-960
Author(s):  
Song Mu ◽  
Bao Guo Ma ◽  
Geert de Schutter ◽  
Shou Wei Jian

Cracks can form a shortcut for transport of chloride ions in concrete structure, and provide more opportunities for chloride ions to contact and bind with cement matrix. Following the NT BUILD 492 chloride migration test method, chloride content were determined on cracked concrete samples which were prepared by artificial crack method. The results shows crack depth increased from 0 mm to 31.4 mm almost did not exert pronounced effects on chloride binding of concrete under the migration test.Besides, the binding parameter of linear binding isotherms almost did not change.


2016 ◽  
Vol 711 ◽  
pp. 241-248 ◽  
Author(s):  
Mickael Saillio ◽  
Véronique Baroghel-Bouny ◽  
Sylvain Pradelle

The main cause of premature deterioration of reinforced concrete structures is the corrosion of steel bars, induced by chloride ions (for example in marine environment) and/or by carbonation (atmospheric CO2). At the same time, environmental-induced degradations of concrete can also affect the structure, such as sulphate attack. This can lead to the formation of ettringite, inducing expansion inside the materials and finally degradation. Carbonation, chloride and sulphate ingress are usually studied separately in the literature. This is not representative of in-situ conditions since they can occur at the same time and can have an influence on each other. In this paper, chloride ingress are studied for concretes and cement pastes partially carbonated or/and in presence of sulphate in chloride contact solution. The mixtures contain OPC alone or with supplementary cementitious materials (SCM). SCMs are here pozzolanic materials (Fly Ash or Metakaolin) or alkali-activated materials such as ground granulated blast furnace slag (GGBS). The materials, partially carbonated (2 months in chamber at 1.5 % of CO2) or not, are put in contact with chloride solutions in presence of sulphate. This study focuses on the apparent chloride diffusion coefficients, as well as chloride binding isotherms which are obtained by the profile method. In addition, some aspects of the microstructure and of the pore structure are investigated, by using Mercury Intrusion Porosimetry and 27Al NMR, in order to better understand the results obtained relatively to the apparent chloride diffusion coefficients and to the chloride binding. Chloride ingress increases when sulphates are present in the contact solution for all cement materials tested (partially carbonated or not). In addition, chloride ingress is faster when the material is partially carbonated before contact with chloride solution. It appears that both carbonation or presence of sulphate decrease chloride binding, thus explaining the results. The results show an evolution of the properties as a function of the cement replacement ratio by SCMs.


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