A Study on the Crack Propagation Process in Concrete Structures Using Energy Method

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The mechanical performance of concrete structures closely relates to the propagation of cracks. Depth studying energy dissipation of concrete in fracture process zone not only contributes to comprehensive understanding fracture failure mechanism of concrete, but also has significant in detecting and forecasting the cracks in actual structure. In view of this, a general equation for calculating at any time’s mean energy dissipation per unit length was given. After that, we further simplified and deduced the general equation and got a simple, practical and high accuracy numerical solution, with which Gauss integration method was used. At last, the specific steps of calculating mean energy dissipation were given by taking 10 three-point bending beams of different crack-depth ratios for an example. Compared with test dates, we found that calculated results are in good agreement with the test dates. According to results, influence of crack-depth ratio on the fracture energy was also discussed.

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3151-3155

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October 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Y.H. Zhao, S.L.Xu and Z.M.Wu: A Double-G criterion for crack propagation in concrete structures [J]. China Civil Engineering Journal, Vols. 37(2004), No.10, p.13.

Google Scholar

[2] S.W.Hu, J.Lu and X.Q. Zhong: Study on characteristics of acoustic emission property in the normal concrete fracture test [J]. Advanced Materials Research, Vols. 189-193(2011), p.1117.

DOI: 10.4028/www.scientific.net/amr.189-193.1117

Google Scholar

[3] S.W.Hu, J.Lu and X.Q. Fan: The Fracture of Concrete Based on Acoustic Emission [J]. Advanced Materials Research, Vol. 80-81(2011), p.261

Google Scholar

[4] H.W. Reinhardt and S.L.Xu: Crack extension resistance based on cohesive force in concrete [J]. Engineering Fracture Mechanics, Vols. 64(1999), p.563.

DOI: 10.1016/s0013-7944(99)00080-6

Google Scholar

[5] S.L.Xu and H.W. Reinhardt: Determination of double-k criterion for crack propagation on quasi-brittle fracture, Part II: Analytical evaluating and practical measuring methods for three-point bending notched beams [J]. International Journal of Fracture, Vols. 98(1998), p.151.

Google Scholar

[6] H.Tada, P.C. Paris and G.R. Irwin: The stress analysis of cracks handbook, (ASME Press, New York , 2000).

Google Scholar

[7] DL/T5332-2005: Norm for fracture test of hydraulic concrete, (China Electric Power Press, China, 2006). (In Chinese)

Google Scholar

[8] Y.S. Jenq and S.P. Shah: Two parameters fracture model for concrete [J]. Journal of Engineering Mechanics, ASCE, Vols. 111(1985), No.10, p.1227.

Google Scholar

[9] A.Hillerborg: Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements [J]. Cement and Concrete Research, Vols. 6(1976), No.6, p.773.

DOI: 10.1016/0008-8846(76)90007-7

Google Scholar