Paper Titles

Shear Bond Strength of Experimental Light-Cured Orthodontic Adhesives
p.378

Effect of Shrinkage Reducing Admixture on Shrinkage and Crack Properties of Cement Based Materials
p.387

Water Resistance Modification of Magnesium Oxychloride Cement with H₃PO₄/Na₂O·xSiO₂·nH₂O
p.393

Correlation between Unconfined Compressive Strength and Penetration Index Obtained from DCP Tests for Cemented Lateritic Soils
p.399

A Model for Bond Strength in Presence of Corrosion in Concrete
p.404

Effect of High Temperature Process on Microstructure and Properties of Industrial Steel Slag Cement
p.413

Experimental Study on Permanent Deformation of Fine Sandy Subgrade Filling in Coastal Region
p.419

Rebar Anchor Plate Research and Application
p.425

Evaluation on Sulfuric Acid Resistance of Concrete Protected by Biomimetic Coating Mortar
p.431

HomeKey Engineering MaterialsKey Engineering Materials Vol. 814A Model for Bond Strength in Presence of Corrosion...

A Model for Bond Strength in Presence of Corrosion in Concrete

Article Preview

Abstract:

Corrosion of steel in concrete is the most detrimental source for reinforced concrete structures. Among the other effects, corrosion deteriorates the interface between steel and concrete. An axisyimmetric numerical model able to simulate the structural behaviour of bond between steel and concrete is here presented. The model is based on the thick-walled cylinder theory so that bond performance is a direct consequence of radial pressure acting on the rebar and coming from the surrounding elements and corrosion. Both elastic and inelastic contribution of concrete is also taken into account. The model is used to simulate pull-out tests present in literature. The results show the effectiveness of the model and is also compared with an empirical model already proposed in literature.

You might also be interested in these eBooks

Corrosion. Materials and Structures in Construction

Advanced Materials and Engineering Materials VIII

Info:

Periodical:

Key Engineering Materials (Volume 814)

Pages:

404-412

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.814.404

Citation:

Cite this paper

Online since:

July 2019

Authors:

Alessandro Cesetti, Pierclaudio Savino, Francesco Tondolo*

Keywords:

Analytical Model, Bond, Corrosion, Pull-Out

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

© 2019 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] P. Colajanni, L. La Mendola, G. Mancini, A. Recupero, N. Spinella, Shear capacity in concrete beams reinforced by stirrups with two different inclinations, Eng. Struct. 81 (2014) 444-453.

DOI: 10.1016/j.engstruct.2014.10.011

[2] P. Colajanni, A. Recupero, G. Ricciardi, N. Spinella, Failure by corrosion in PC bridges: A case history of a viaduct in Italy, Int. J. Struct. Integr. 7-2 (2016) 181-193.

DOI: 10.1108/ijsi-09-2014-0046

[3] P. Colajanni, A. Recupero, N. Spinella, Shear strength degradation due to flexural ductility demand in circular RC columns, Bull. Earth. Eng. 13-6 (2015) 1795-1807.

DOI: 10.1007/s10518-014-9691-0

[4] S. Coccia, S. Imperatore, Z. Rinaldi, Influence of corrosion on the bond strength of steel rebars in concrete, Mat. Struct. 49-1-2 (2016) 537-551.

DOI: 10.1617/s11527-014-0518-x

[5] A. Recupero, N. Spinella, F. Tondolo, Failure analysis of corroded RC beams subjected to shear-flexural actions, Eng. Fail. Anal. 93 (2018) 26-37.

DOI: 10.1016/j.engfailanal.2018.06.025

[6] K. Lundgren, M. Tahershamsi, K. Zandi, M. Plos, Tests on anchorage of naturally corroded reinforcement in concrete, Mat. Struct. 48-7 (2015) 2009-2022.

DOI: 10.1617/s11527-014-0290-y

[7] G. Mancini, F. Tondolo, Effect of bond degradation due to corrosion - a literature survey, Str. Conc. 15 (2014) 408-418.

DOI: 10.1002/suco.201300009

[8] A. P. Fantilli, P. Vallini, Bond-slip relationship for smooth steel reinforcement, Conf. comp. modell. Conc. Str. (EURO-C 2003) 1 (2003) 215-224.

[9] K. Lundgren, P. Kettil, K. Z. Hanjari, H. Schulne, A. S. San Roman, Analytical model for the bond-slip behaviour of corroded ribbed reinforcement, Str. Inf. Eng. 8 (2012) 157-169.

DOI: 10.1080/15732470903446993

[10] Ceb, CEB-FIP Model Code 90, T. Telford, London, (1993).

[11] J. Ožbolt, F. Oršanić, G. Balabanić, Modeling pull-out resistance of corroded reinforcement in concrete: Coupled three-dimensional finite element model, Cem. Conc. Comp. 46 (2014) 41-55.

DOI: 10.1016/j.cemconcomp.2013.10.014

[12] L. Hussein, L. Amleh, Analytical modelling of bond stress at steel-concrete interface due to corrosion, Str. Conc. 4 (2016) 541-552.

DOI: 10.1002/suco.201500109

[13] M. Blomfos. K. Zandi, K. Lundgren, D. Coronelli, Engineering bond model for corroded reinforcement, Eng. Struct. 156 (2018) 394-410.

DOI: 10.1016/j.engstruct.2017.11.030

[14] A. Cesetti, G. Mancini, F. Tondolo, A model for bond in concrete under corrosion conditions, 3rd International Symposium on Connections between Steel and Concrete, Germany, (2017).

[15] K. Noghabai, Effect of Tension Softening on the Performance of Concrete Structures, (1998).

[16] International Federation for Structural Concrete (fib), fib Model Code for Concrete Structures 2010, first ed., Ernst & Sohn, (2013).

DOI: 10.1002/9783433604090

[17] S. P. Tastani, S. J. Pantazopoulou, Direct tension pullout bond test: Experimental results, J. Str. Eng. 136 (2012) 731-743.

DOI: 10.1061/(asce)st.1943-541x.0000159

[18] D. Coronelli, Corrosion cracking and bond strength modeling for corroded bars in reinforced concrete, ACI Str. J. 99 (2002) 267-276.

DOI: 10.14359/11910

[19] A. Castel, I. Khan, R.François, R.I. Gilbert, Modeling steel concrete bond strength reduction due to corrosion, Aci Str. J. 113 (2016) 973-982.

DOI: 10.14359/51688925