Three-Dimensional Finite-Element Analysis of Bond-Slip Behavior between Crescent Ribbed Bar and Concrete Based on Spring Element
Publication: Journal of Materials in Civil Engineering
Volume 30, Issue 5
Abstract
This paper presents a finite-element model of pullout test specimens using a nonlinear spring element. The model simulates the bond-slip behavior between three-dimensional crescent ribbed bars and concrete. A total of 180 spring elements were created between the ribbed bar and concrete. This model simulates the gradational deformation from the loading end to the free end of the ribbed bar as closely as possible to the real situation. The displacements and stresses of the ribbed bars obtained were compared to experimental results. Good agreement was achieved from the comparison of the numerical and experimental results. The results indicate the feasibility of simulating the bond-slip behavior between three-dimensional ribbed bars and concrete by using a nonlinear spring.
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Acknowledgments
This work was supported by the National Natural Science Foundation of China (Grant No. 51678512) and Shandong Province R&D Key Project (2017GGX70107). The authors gratefully acknowledge the financial support.
References
ANSYS [Computer software]. ANSYS, Inc., Canonsburg, PA.
Chinese Standard. (1998). “Testing code of concrete for port and waterwog engineering.” JTJ270-98, China Communication Press, Beijing.
Chinese Standard. (2007). “Steel for the reinforcement of concrete. Part 2: Hot rolled ribbed bars.” GB1499.2-2007, Standards Press of China, Beijing.
Chinese Standard. (2010). “Code for design of concrete structures.” GB50010-2010, China Architecture and Building Press, Beijing.
Jendele, L., and Cervenka, J. (2006). “Finite element modelling of reinforcement with bond.” Comput. Struct., 84(28), 1780–1791.
Liu, P. X., Xu, Y. Q., and Liu, F. S. (2007). “Realization of RC structure bond-slip analysis with ANSYS.” J. Shandong Agric. Univ., 38(1), 125–130.
Liu, Y. P., Bao, H., Hong, J. Q., and Chen, G. Q. (2009). “Application of ANSYS-based contact analysis in reinforced concrete sliding.” J. Nantong Univ., 8(2), 70–73.
Lowes, L. N., Moehle, J. P., and Govindjee, S. (2004). “Concrete steel bond model for use in finite element modeling of reinforced concrete structures.” ACI Struct. J., 101(4), 501–511.
Lundgren, K., and Gylltoft, K. (2000). “A model for the bond between concrete and reinforcement.” Mag. Concr. Res., 52(1), 53–63.
Lundgren, K., and Magnusson, J. (2001). “Three-dimensional modeling of anchorage zones in reinforced concrete.” J. Eng. Mech., 693–699.
Murcia-Delso, J., and Shing, P. B. (2015). “Bond-slip model for detailed finite-element analysis of reinforced concrete structures.” J. Struct. Eng., 04014125.
Ngo, D., and Scordelis, A. C. (1967). “Finite element analysis of reinforced concrete beams.” J. Am. Concr. Inst., 64(3), 152–163.
Ožbolt, J., Lettow, S., and Kožar, I. (2002). “Discrete bond element for 3D finite element analysis of reinforced concrete structures.” Proc., 3rd Int. Symp.: Bond in Concrete—From Research to Standards, Budapest, Hungary.
Ruiz, M. F., Muttoni, A., and Gambarova, P. G. (2007). “Analytical modeling of the pre- and post-yield behavior of bond in reinforced concrete.” J. Struct. Eng., 1364–1372.
Salem, H. M., and Maekawa, K. (2004). “Pre- and post-yield finite element method simulation of bond of ribbed reinforcing bars.” J. Struct. Eng., 671–680.
Santos, J., and Henriques, A. A. (2015). “New finite element to model bond-slip with steel strain effect for the analysis of reinforced concrete structures.” Eng. Struct., 86, 72–83.
Teng, Z. M., and Zou, L. X. (1996). “Nonlinear finite element analysis of reinforced concrete members under cyclic loading.” Chin. Civ. Eng. J., 29(2), 152–163.
Wang, Y. Q., and Wang, F. Z. (2006). “Simulation of bond-slip relationship between concrete and reinforcing bar in ANSYS.” J. Tianjin Univ., 39(2), 209–213.
Zhao, W. P. (2011). “Bond-slip numerical simulation based on ANSYS contact analysis.” J. Archit. Civ. Eng., 28(2), 44–51.
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Published In
Journal of Materials in Civil Engineering
Volume 30 • Issue 5 • May 2018
Copyright
©2018 American Society of Civil Engineers.
History
Received: Jan 20, 2017
Accepted: Oct 31, 2017
Published online: Mar 13, 2018
Published in print: May 1, 2018
Discussion open until: Aug 13, 2018
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