Numerical Simulation of Crack Development in Reinforced Concrete Structures under Eccentric Loading


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Reinforced concrete structures are generally designed to allow cracking under service loading. Accurate modeling of crack formation and propagation at lower load levels is therefore important. In this paper, a Material Failure Process Analysis code (MFPA2D) is used to model the crack initiation and propagation in reinforced concrete bridge pier subjected to eccentric loading. In our numerical model, the reinforced concrete is assumed to be a three-phase composite composed of concrete, reinforcement and interfaces between them. Numerically obtained results of cracking loads and global load-displacement response agree well with experimentally measured values. It has been found that the fracture of the concrete observed at the macroscopic level is predominated by tensile damage at the mesoscopic level.



Key Engineering Materials (Volumes 297-300)

Edited by:

Young-Jin Kim, Dong-Ho Bae and Yun-Jae Kim




J. X. Zhang et al., "Numerical Simulation of Crack Development in Reinforced Concrete Structures under Eccentric Loading ", Key Engineering Materials, Vols. 297-300, pp. 2654-2659, 2005

Online since:

November 2005




[1] J.E. Bolander Jr. * and B.D. Le: Construction and Building Materials Vol. 13 (1999), p.23.

[2] C.A. Tang, et al.: Int. J. Rock Mech. Min. Sci. Vol. 37 (2000), p.555.

[3] W.C. Zhu, J.G. Teng and C.A. Tang: Magazine of Concrete Research Vol. 54 (2002), p.395.

[4] W.C. Zhu and C.A. Tang: Construction and Building Materials Vol. 16 (2002), p.453.

[5] C.A. Tang, P. Lin, R.H.C. Wong and K.T. Chau: Int. J. Rock Mech. Min. Sci. Vol. 38 (2001), p.925.

[6] S.H. Wang, C.A. Tang, F.S. Zhu and W.C. Zhu: Journal of Building Structure Vol. 24 (2003), p.64.

[7] C.A. Tang, et al.: Key Engineering Materials Vol. 183-187 (2000), p.857.

[8] J.E. Bolander Jr. and Structural: Computer-Aided Civil and Infrastructure Engineering Vol. 15 (2000), p.120.

[9] Ian Flood, Larry Muszynski and Sujay Nandy: Computers and Structures 79 (2001), p.151.

[10] M. Satake: Doctoral thesis, Department of Civil Engineering, Kyushu University, Fukuoka, Japan, (in Japanese) Vol. 31 (1996).

[11] S. Han, H. Hikosaka, L. Huang, J.E. Bolander and M. Satake: Engineering Computation And Computer Simulation-Theories And Applications (Hunan University Press, Changsha, China Nov. 1995), p.284.

[12] C.A. Tang: Int. J. Rock Mech. . Min. Sci. Vol. 3 (1997), p.249.

[13] W.C. Zhu, S.H. Wang and C.A. Tang: Key Engineering Materials Vol. 243-244 (2003), p.279.

[14] E. Schlangen and E.J. Garboczi: Computational Aspects. Engineering Fracture Mech. Vol. 57 (1997), p.301.

[15] Damian Kachlakev, Ph. D, Thomas Miller, Ph. D, PE, Solomon Yim, Ph. D, PE and Kasidit Chansawat; Tanarat Potisuk: (Oregon Department of Transportation, Final Report SPR 316).


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