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IBRACON Structures and Materials Journal • 2012 • vol. 5 • nº 4
Reliability algorithms applied to reinforced concrete durability assessment
analysis of deteriorating structures — the
experience and needs of practicing engineers,
Structural Safety
. 21:357–372, 1999.
[05] KONG, J.S.; ABABNEH, A.N.; FRANGOPOL,
D.M.; XI, Y.P. Reliability analysis of chloride
penetration in saturated concrete,
Probabilistic
Engineering Mechanics,
17:305–315, 2002.
[06] KIRKPATRICK, T.J; WEYERS, R.E;
ANDERSON-COOK, C.M.; SPRINKLE, M.
Probabilistic model for the chloride-induced corrosion
service life of bridge decks,
Cement and Concrete
Research
, 32:1943–1960, 2002.
[07] JUNG, W.Y.; YOON, Y.S.; SOHN, Y.M. Predicting the
remaining service life of land concrete by steel
corrosion,
Cement and Concrete Research
.
33:663–677, 2003.
[08] TUUTTI, K. Corrosion of steel in concrete Swedish,
Cement and Concrete Research Institute Stockholm
,
1982.
[09] THIRUMALAI, P ; RAVI, R; PARTHIBAN, G.T.
Potential monitoring system for corrosion of steel in
concrete,
Advances in Engineering Software
,
37:375-381, 2006
[10] ENRIGHT, M.P.; FRANGOPOL, D.M. Probabilistic
analysis of resistance degradation o reinforced
concrete bridge beams under corrosion,
Engineering
Structures
. 20:960–971, 1998.
[11] DURACRETE. Statistical quanti cation of the
variables in the limit state functions, The European
Union Brite EuRam 3 contract BRPR-CT95-0132,
project BE95-1347, report n
o
BE95-1347/R7;
May, 2000
[12] VU, K.A.T.; STEWART, M.G. Structural reliability
of concrete bridges including improved chloride-induced
corrosion models,
Structural Safety.
22:313–333, 2000.
[13] BALAJI RAO, K.; ANOOP, M. B.; LAKSHMANAN,
N.; GOPALAKRISHNAN, S.; APPA RAO, T. V. S. R.
Risk-based remaining life assessment of corrosion
affected reinforced concrete structural members,
Journal of Structural Engineering, 31: 51–64, 2004.
[14] STEWART, M.G.; ROSOWSKY, D.V. Structural safety
and serviceability o concrete bridges subject to
corrosion,
Journal Infrastructure System. ASCE
,
4:146–155, 1998.
[15] ESTES, A.C.; FRANGOPOL, D.M. Updating bridge
reliability based on bridge management systems
visual inspection results,
ASCE Journal of Bridge
Engineering
.
8:374–382, 2003.
[16] SUO, Q.; STEWART, M.G. Corrosion cracking
prediction updating of deteriorating RC structures
using inspection information,
Reliability Engineering
and System Safety
.
94:1340–1348, 2009.
[17] CRANK, J. The mathematics of diffusion, 2
nd
Ed.,
Clarendon Press, Oxford, London. 414 p, 1975.
[18] DHIR, R.K.; JONES, M.R.; NG, S.L.D. Prediction
of total chloride content profile and concentration/
time-dependent diffusion coefficients for concrete,
Magazine of Concrete Research
, 50:37-48, 1998.
[19] DITLEVSEN, O.; MADSEN, H.O. Structural reliability
method, New York: John Wiley and Sons, 1996.
[20] HASOFER, A.M.; LIND, N.C. Exact and invariant
second moment code format,
Journal of the
Engineering Mechanics Division, ASCE
. 100 (EM1):
111-121, 1974.
[21] LEONEL, E.D; BECK, A.T; VENTURINI, W.S. On the
performance of response surface and direct coupling
approaches in solution of random crack propagation
problems. Structural Safety. 33:261-274, 2011.
[22] LEONEL, E.D; CHATEAUNEUF, A; VENTURINI,
W.S. (2012). Probabilistic crack growth analyses using
a boundary element model: Applications in linear
elastic fracture and fatigue problems,
Engineering
Analysis with Boundary Elements
, 36:944-959, 2012.
[23] LEONEL, E.D; CHATEAUNEUF, A; VENTURINI, W.S;
BRESSOLETTE P. Coupled reliability and boundary
element model for probabilistic fatigue life assessment
in mixed mode crack propagation.
International
Journal of Fatigue
. 32:1823-1834, 2010.
[24] RACKWITZ, R; FIESSLER, B. Structural reliability
under combined random load sequences,
Computers
& Structures
, 9:489-494, 1978.
[25] NOWAK, A.S.; COLLINS, K.R. Reliability of structures,
McGraw Hill, Michigan, 2000.
[26] Brazilian Association of Technical Standards. ABNT
NBR 6118 – Design of concrete structures – procedures,
Rio de Janeiro, 2003.
[27] PAPADAKIS, V.G.; ROUMELIOTIS, A.P.; FARDIS,
M.N.; VAGENAS, C.G. Mathematical modeling of
chloride effect on concrete durability and protection
measures, In Dhir, R.K., Jones, M.R., editors. Concrete
repair, rehabilitation and protection. London, E&FN
Spon, 1996.
[28] LEONEL, E.D; VENTURINI, W.S; CHATEAUNEUF,
A. A BEM model applied to failure analysis of
multi-fractured structures.
Engineering Failure
Analysis
, 18: 1538-1549, 2011.
[29] JCSS – Joint Committee on Structural Safety,
12
th
, 2001. “Probabilistic Model Code”, 2001.