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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 584-586Modelling of Micro-Concrete Behaviour under Static...

Modelling of Micro-Concrete Behaviour under Static and Dynamic Loading

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Abstract:

The aim of this study is to present a model for assessing the dynamic compression behaviour of a micro-concrete. This model is based on the results of numerous tests providing the developments of the mechanical characteristics of the material on a wide range of strain rate from 10^-4s^-1 to 10⁺³s^-1.The Split Hopkinson Pressure Bar (SHPB) dispositive, based on the wave propagation theory in materials, has-been adopted to carry out the dynamic tests on the investigated material. The proposed model is composed of two terms, each characterizing the different contributions noted in the two major explored areas of strain rate.

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Periodical:

Applied Mechanics and Materials (Volumes 584-586)

Pages:

1089-1096

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.584-586.1089

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Online since:

July 2014

Authors:

Remdane Boutemeur*, Mustapha Demidem, Abderrahim Bali, El Hadi Benyoussef

Keywords:

Behaviour, Dynamic, Hopkinson Bar, Micro Concrete, Modeling, Strain Rate

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] B. Riisgaard, T. Ngo, P. Mendis, C.T. Georgakis and H. Stang: Fracture Mechanics of Concrete and Concrete Structures, Italy, (2007).

[2] H. Kolsky: Proceedings of the Physical Society, Section B 62 (11), (1949), p.676.

[3] P.H. Bischoff and S.H. Perry: Materials and Structures, Vol. 24, No. 144, (1991), p.425.

[4] C.A. Ross, D.M. Jerome, J.W. Tedesco and M.L. Hughes: ACI Materials Journal, 93, (1996), p.293.

[5] J.F. Georgin and J.M. Reynouard: Cement and Concrete Composites. 25, (2003), p.131.

[6] J.W. Tedesco, M.L. Hughes and C.A. Ross: Computers and Structures. 51 (1994), p.65.

[7] J.W. Tedesco and C.A. Ross: Journal of Pressure Vessel Technology-Transactions of the ASME. 120 (1998), p.398.

[8] D.L. Grote, S.W. Park and M. Zhou: International Journal of Impact Engineering. 25, (2001), p.869.

[9] Q.M. Li and H. Meng: International Journal of Solids and Structures. 40, (2003), p.343.

[10] Comite Euro-International du Beton, CEB-FIP Model Code 1990, (Redwood Books, U.K. 1993).

DOI: 10.1680/ceb-fipmc1990.35430

[11] M. Katayama, M. Itoh, S. Tamura, M. Beppu and T. Ohno: International Journal of Impact Engineering. 34 (2007), p.1546.

[12] A. Brara and J.R. Klepaczko: Mechanics of Materials. 38, (2006), p.253.

[13] B. Cavill, M. Rebentrost, V. Perry and R. Ductal: First Specialty Conference on Disaster Mitigation, Calgary, Canada (2006).

[14] Z.L. Wang Y.S. Liu and R.F. Shen: Construction and Building Materials. 22 (2008), p.811.

[15] D. Yan and G. Lin: Cement & Concrete Composites. 30 (2008), p.327.

[16] C. Jiao, W. Sun, S. Huan and G. Jiang: Frontiers of Architecture and Civil Engineering in China. 3 (2009), p.131.

[17] J. Lai and W. Sun: Cement and Concrete Research. 39 ( 2009), p.1044.

[18] Y.S. Tai: Theoretical and Applied Fracture Mechanics. 52 (2009), p.14.

[19] M. Zhang, H.J. Wu, Q.M. Li and F.L. Huang: International Journal of Impact Engineering. 36 (2009), p.1327.

[20] A. SHasan, M. Z. Hamid, R. Ariffin and R. Gani: Journal of Applied Sciences. 3, (2010), p.145.

[21] Y. Ju, H.B. Liu, G.H. Sheng and H.J. Wang: Science China Technological Sciences. 53 (2010), p.2435.

[22] Z. Rong, W. Sun and Y. Zhang: International Journal of Impact Engineering. 37 (2010), p.515.

[23] X.Q. Zhou and H. Hao: International Journal of Solids and Structures. 45 (2008), p.4648.

[24] M. Rajak: Architecture Civil Engineering Environment. 3 (2011), p.77.

[25] U.S. Lindholm: Journal of the Mechanics and Physics of Solids. 12 (1964), p.317.

[26] H. Kolsky: Proc. Phys. Soc, London (1964).

[27] T. Tang, L.E. Malvern and D.A. Jenkins: Conference inter Laboratoire ENSM-Université de Floride USA, (1985).

[28] P. R. Bevington: Data Reduction and Error Analysis for the Physical Sciences (2nd edition, McGraw-Hill, Boston 1992).

[29] D. Wastein: Journal of the American Concrete Institute, (1953), p.729.

[30] B.P. Hughes and A.J. Watson: Magazine of Concrete Research. 30, (1978), p.189.

[31] L. Mistein and G.M.S. Abnis: Interassociation Symposium on Concrete Structures Under Impact and Impulsive Loading, p.33 Berlin Juin (1982).