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ASTM Selected Technical Papers
The Use of Synthetic Environments for Corrosion Testing
By
PE Francis
PE Francis
1
National Physical Laboratory
?
Teddington, Middlesex,
England
;
symposium chairman and editor
.
Search for other works by this author on:
TS Lee
TS Lee
2
National Association of Corrosion Engineers
?
Houston, TX 77218
;
symposium chairman and editor
.
Search for other works by this author on:
ISBN-10:
0-8031-0977-6
ISBN:
978-0-8031-0977-3
No. of Pages:
303
Publisher:
ASTM International
Publication date:
1988

Corrosion control of steel reinforcement relies on the maintenance of the high alkalinity of the hydrated cement especially in the presence of chloride ions. The present paper also indicates the adverse effect that chloride contamination of the initial mix can have on the permeability of the matrix to oxygen diffusion.

Data obtained on steel specimens embedded in ordinary portland cement paste prepared with varying additions of sodium chloride are presented. Potentiodynamic polarization curves obtained after 400-days exposure in a controlled humidity environment are compared to curves from steel immersed in extracted pore solutions. Pore solution measurements are shown to provide analogous information to embedded steel samples on the anodic and passivation processes. However, pore solution experiments do not simulate the influence of the matrix in controlling diffusion and resistivity, which influence the long-term durability and macro-cell development.

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,
C. L.
and
Treadaway
,
K. W. J.
,
Nature
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,
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2.
Slater
,
J. E.
,
Corrosion of Metals in Association with Concrete
, STP 818,
American Society for Testing and Materials
,
Philadelphia
,
1983
.
3.
Langford
,
P. E.
, Ph.D. thesis, Manchester, United Kingdom,
1986
.
4.
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,
F. M.
,
The Chemistry of Cement and Concrete
, 3rd ed.,
Arnold, Garden Grove
,
CA
,
1970
.
5.
Al-Khalaf
,
M. N.
and
Page
,
C. L.
,
Cement and Concrete Research
 0008-8846, Vol.
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,
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, p. 197.
6.
Durability of Concrete Structures
, Beton Information, Bulletin
148
,
Paris
,
1982
.
7.
Holden
,
W. R.
,
Page
,
C. L.
, and
Short
,
N. R.
,
Corrosion of Reinforcement in Concrete Construction
,
SCI
,
London
,
1983
, pp. 143-150.
8.
Preece
,
C. M.
,
Gronvold
,
F. O.
, and
Frolund
,
T.
,
Corrosion of Reinforcement in Concrete Construction
,
SCI
,
London
,
1983
, pp. 143-150.
9.
Dawson
,
J. L.
,
Corrosion of Reinforcement in Concrete Construction
,
SCI
,
London
,
1983
, pp. 173-191.
10.
John
,
D. G.
,
Searson
,
P. C.
, and
Dawson
,
J. L.
,
British Corrosion Journal
 0007-0599, Vol.
16
,
1981
, p. 103.
11.
Berman
,
H. A.
, “
The Effect of Sodium Chloride on the Corrosion of Concrete Reinforcing Steel and the pH of Calcium Hydroxide Solution
, FHWA-RD-74-1,
Federal Highway Administration
,
Washington, DC
,
1974
.
12.
Ftikos
,
C. L.
and
Parissakis
,
G.
,
Cement and Concrete Research
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,
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Hausmann
,
D. A.
,
Materials Protection
, Vol.
6
,
11
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, p. 19.
14.
Shalon
,
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and
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,
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,
Journal of the American Concrete Institute
 0002-8061, Vol.
55
,
1959
, p. 1252.
15.
Gouda
,
V. K.
,
British Corrosion Journal
 0007-0599, Vol.
5
,
1970
, p. 198.
16.
Pourbaix
,
M.
,
Atlas d'Equilibres Electrochimiques
,
Pub Gauthies-Villars
,
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.
17.
Uno Falk
,
S.
and
Salkind
,
A. J.
,
Alkaline Storage Batteries
,
Wiley
,
New York
,
1969
.
18.
Cotton
,
F. A.
and
Wilkinson
,
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,
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,
Wiley
,
New York
,
1980
.
19.
Silverman
,
D. C.
,
Corrosion
, Vol.
38
, No.
8
,
1982
.
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