MODELLING THE CORROSION AT LAP SPLICE JOINTS IN CONCRETE BEAMS
Abstract
current intensity and corrosion expansion at the lap splice joint in addition to the mechanical properties such as corrosion cracking and crack propagation at different corrosion levels. Good agreement was found between the model
results of the pattern in concrete surface and previous experimental results from the literature.
Keywords
Full Text:
PDFReferences
FIP, Bond of reinforcement in concrete - State of
art report, International Federation For Structural
Concrete, 2000.
S. Sajedi, Q. Huang, Load-Deflection Behavior
Prediction of Intact and Corroded RC Bridge
Beams with or without Lap Splices Considering
Bond Stress-Slip Effect, J. Bridg. Eng. 22 (2017).
doi:10.1061/(ASCE)BE.1943-5592.0000981.
A. Kawamura, K. Maruyama, S. Yoshida, T.
Masuda, Residual capacity of concrete beams
damaged by salt attack, Concr. under Sev. Cond.
(1995) 1448–1457.
J. Rodriguez, L. Ortega, J. Casal, Load carrying
capacity of concrete structures with corroded
reinforcement, Constr. Build. Mater. 11 (1997)
–248. doi:10.1016/S0950-0618(97)00043-3.
A. Shihata, CFRP strengthening of RC beams with
corroded lap spliced steel bars, UWSpace, 2011.
T. Shimomura, Y. Tanaka, T. Yamaguchi,
Residual structural performance of deteriorated
RC bridge girder with reinforcement corrosion, in:
P.M. M.G. Alexander, H.-D. Beushausen, F. Dehn
(Ed.), Concr. Repair, Rehabil. Retrofit. III, Taylor
& Francis Group, 2014: pp. 295–296.
Y. Tanaka, T. Shimomura, T. Yamaguchi,
Loading Test of RC Beam Bridge Built 80 Years
Ago in Japanese Coastal Area, in: C. Andrade, G.
Mancini (Eds.), Model. Corroding Concr. Struct.
Proc. Jt. Fib-RILEM Work. Held Madrid, Spain,
--23 Novemb. 2010, Springer Netherlands,
Dordrecht, 2011: pp. 159–177. doi:10.1007/978-
-007-0677-4_11.
Z. Bazant, Physical model for steel corrosion in
concrete sea structures - Theory, J. Struct. Div.
(1979).
J.P. Broomfield, Corrosion of steel in concrete:
understanding, investigation, and repair, 2nd
Editio, E & FN Spon, New York, 2007.
J. Ožbolt, G. Balabanić, G. Periškić, M. Kušter,
Modelling the effect of damage on transport
processes in concrete, Constr. Build. (2010).
J. Ožbolt, G. Balabanić, M. Kušter, 3D Numerical
modelling of steel corrosion in concrete structures,
Corros. Sci. (2011).
J. Ožbolt, F. Oršanić, G. Balabanić, M. Kušter,
Modeling damage in concrete caused by corrosion
of reinforcement: coupled 3D FE model, Int. J.
(2012).
J. Ožbolt, F. Oršanić, G. Balabanić, Modeling
pull-out resistance of corroded reinforcement in
concrete: Coupled three-dimensional finite
element model, Cem. Concr. Compos. (2014).
J. Ožbolt, F. Oršanić, G. Balabanić, Modelling
processes related to corrosion of reinforcement in
concrete: coupled 3D finite element model, Struct.
Infrastruct. (2016).
J. Ožbolt, F. Oršanić, G. Balabanić, Modeling
corrosion‐induced damage of reinforced concrete
elements with multiple‐arranged reinforcement
bars, Mater. Corros. (2016).
J. Ožbolt, G. Balabanić, E. Sola, Determination of
critical anodic and cathodic areas in corrosion
processes of steel reinforcement in concrete,
Mater. Corros. (2016).
J. Ožbolt, Y. Li, I. Kožar, Microplane model for
concrete with relaxed kinematic constraint, Int. J.
Solids Struct. 38 (2001) 2683–2711.
doi:https://doi.org/10.1016/S0020-7683(00)00177-
A.O. Abdelatif, J. Ožbolt, S. Gambarelli, 3D finite
element modelling of corrosion of lap splice joints
in concrete, Constr. Build. Mater. 169 (2018).
doi:10.1016/j.conbuildmat.2018.02.150
Refbacks
- There are currently no refbacks.