Numerical Simulation of the Bond Behavior between Concrete and Steel Reinforcing Bars in Specialty Concrete
In this study, the commercial finite element software
ABAQUS was used to develop a three-dimensional nonlinear finite
element model capable of simulating the pull-out test of reinforcing
bars from underwater concrete. The results of thirty-two pull-out tests
that have different parameters were implemented in the software to
study the effect of the concrete cover, the bar size, the use of stirrups,
and the compressive strength of concrete. The interaction properties used in the model provided accurate
results in comparison with the experimental bond-slip results, thus
the model has successfully simulated the pull-out test. The results of
the finite element model are used to better understand and visualize
the distribution of stresses in each component of the model, and to
study the effect of the various parameters used in this study including
the role of the stirrups in preventing the stress from reaching to the
sides of the specimens.
[1] J. Filho, A.H. El Debs, “Stiffness Loss on RC Elements with Simulation
of Contact on Steel-Concrete Interface”, ABAQUS Users’ Conference,
267-280, Boston, USA, 2004.
[2] ACI Committee 408, “Bond and Development of Straight Reinforcing
Bars in Tension”, American Concrete Institute, 42, Farmington Hills,
MI, USA, 2003.
[3] M.H. Harajli, “Development/Splice Strength of Reinforcing Bars
Embedded in Plain and Fiber Reinforced Concrete”, ACI Structural
Journal, 91(5), 511-520, Sept-Oct, 1994.
[4] M. Valcuende, C. Parra, “Bond Behaviour of Reinforcement in Self-
Compacting Concrete”, Construction and Building Materials, 23, 162-
170, 2009.
[5] S. Lettow, J. Ožbolt, R. Eligehausen, “Bond of RC Members Using
Nonlinear 3D FE Analysis”, Fracture Mechanics of Concrete Structures,
861-868, IA-FraMCoS, 2004.
[6] S. Khalfallah, M. Ouchenane, “A Numerical Simulation of Bond for
Pull-out Tests: The Direct Problem”, Asian Journal of Civil Engineering
(Building and Housing), 8(5), 491-505, 2007.
[7] M. Raous, M.A. Karray, “Model Coulping Friction and Adhesion for
Steel-Concrete Interfaces”, International Journal of Computer
Applications in Technology, 34(1), 42-51, 2009.
[8] X. Li, “Finite Element Modeling of Skewed Reinforced Concrete Brides
and The Bond-Slip Relationship Between Concrete and Reinforcement”,
Master Thesis, Auburn University, Alabama, December, 2007.
[9] J.J. Assaad, C.A Issa, “Effect of Washout Loss on Bond Behavior of
Steel Emedded in Underwater Concrete”, ACI Structural Journal,
110(3), 2013.
[10] M.C. CEB-FIP, “90 (1993): Design of Concrete Structures. CEB-FIPModel-
Code 1990”, British Standard Institution, London, UK, 1993.
[11] J.J. Assaad, C.A Issa, “Bond Strength of Epoxy-Coated Bars in
Underwater Concrete”, Construction and Building Materials, 30, 667-
674, 2012.
[12] D. Ngo, A.C. Scordelis, “Finite Element Analysis of Reinforced
Concrete Beams”, ACI Journal Proceedings, 64(3), 152-163, 1967.
[13] G. Pijaudier-Cabot, J. Mazars, J. Pulikowski, “Steel-Concrete Bond
Analysis with Nonlocal Continuous Damage”, Journal of Structural
Engineering, 117(3), 862-882, 1991.
[14] B.M. Luccioni, D.E. Lopez, R.F. Danesi, “Bond-Slip in Reinforced
Concrete Element”, Journal of Structural Engineering, 131(11), 1690-
1698, 2005.
[15] ABAQUS v.6.9, “ABAQUS Analysis User’s Manual”, Dassault
Systemes, RI, USA, 2009.
[1] J. Filho, A.H. El Debs, “Stiffness Loss on RC Elements with Simulation
of Contact on Steel-Concrete Interface”, ABAQUS Users’ Conference,
267-280, Boston, USA, 2004.
[2] ACI Committee 408, “Bond and Development of Straight Reinforcing
Bars in Tension”, American Concrete Institute, 42, Farmington Hills,
MI, USA, 2003.
[3] M.H. Harajli, “Development/Splice Strength of Reinforcing Bars
Embedded in Plain and Fiber Reinforced Concrete”, ACI Structural
Journal, 91(5), 511-520, Sept-Oct, 1994.
[4] M. Valcuende, C. Parra, “Bond Behaviour of Reinforcement in Self-
Compacting Concrete”, Construction and Building Materials, 23, 162-
170, 2009.
[5] S. Lettow, J. Ožbolt, R. Eligehausen, “Bond of RC Members Using
Nonlinear 3D FE Analysis”, Fracture Mechanics of Concrete Structures,
861-868, IA-FraMCoS, 2004.
[6] S. Khalfallah, M. Ouchenane, “A Numerical Simulation of Bond for
Pull-out Tests: The Direct Problem”, Asian Journal of Civil Engineering
(Building and Housing), 8(5), 491-505, 2007.
[7] M. Raous, M.A. Karray, “Model Coulping Friction and Adhesion for
Steel-Concrete Interfaces”, International Journal of Computer
Applications in Technology, 34(1), 42-51, 2009.
[8] X. Li, “Finite Element Modeling of Skewed Reinforced Concrete Brides
and The Bond-Slip Relationship Between Concrete and Reinforcement”,
Master Thesis, Auburn University, Alabama, December, 2007.
[9] J.J. Assaad, C.A Issa, “Effect of Washout Loss on Bond Behavior of
Steel Emedded in Underwater Concrete”, ACI Structural Journal,
110(3), 2013.
[10] M.C. CEB-FIP, “90 (1993): Design of Concrete Structures. CEB-FIPModel-
Code 1990”, British Standard Institution, London, UK, 1993.
[11] J.J. Assaad, C.A Issa, “Bond Strength of Epoxy-Coated Bars in
Underwater Concrete”, Construction and Building Materials, 30, 667-
674, 2012.
[12] D. Ngo, A.C. Scordelis, “Finite Element Analysis of Reinforced
Concrete Beams”, ACI Journal Proceedings, 64(3), 152-163, 1967.
[13] G. Pijaudier-Cabot, J. Mazars, J. Pulikowski, “Steel-Concrete Bond
Analysis with Nonlocal Continuous Damage”, Journal of Structural
Engineering, 117(3), 862-882, 1991.
[14] B.M. Luccioni, D.E. Lopez, R.F. Danesi, “Bond-Slip in Reinforced
Concrete Element”, Journal of Structural Engineering, 131(11), 1690-
1698, 2005.
[15] ABAQUS v.6.9, “ABAQUS Analysis User’s Manual”, Dassault
Systemes, RI, USA, 2009.
@article{"International Journal of Architectural, Civil and Construction Sciences:71257", author = "Camille A. Issa and Omar Masri", title = "Numerical Simulation of the Bond Behavior between Concrete and Steel Reinforcing Bars in Specialty Concrete", abstract = "In this study, the commercial finite element software
ABAQUS was used to develop a three-dimensional nonlinear finite
element model capable of simulating the pull-out test of reinforcing
bars from underwater concrete. The results of thirty-two pull-out tests
that have different parameters were implemented in the software to
study the effect of the concrete cover, the bar size, the use of stirrups,
and the compressive strength of concrete. The interaction properties used in the model provided accurate
results in comparison with the experimental bond-slip results, thus
the model has successfully simulated the pull-out test. The results of
the finite element model are used to better understand and visualize
the distribution of stresses in each component of the model, and to
study the effect of the various parameters used in this study including
the role of the stirrups in preventing the stress from reaching to the
sides of the specimens.", keywords = "Bond strength, nonlinear finite element analysis,
pull-out test, underwater concrete.", volume = "9", number = "6", pages = "767-8", }