Prediction of chloride binding isotherms for blended cements

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


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.


2013 ◽  
Vol 48 ◽  
pp. 74-85 ◽  
Author(s):  
Andrej Ipavec ◽  
Tomaž Vuk ◽  
Roman Gabrovšek ◽  
Venčeslav Kaučič

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.


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