Heterogeneous Lattice Model Based Simulation of Concrete under Uniaxial Loading

Article Preview

Abstract:

The heterogeneous lattice model is presented to simulate the behaviors of concrete, in which the concrete is regarded as random medium and the stochastic damage constitutive model is proposed. The parameters of the stochastic damage constitutive is identified compared with the experiment results of concrete under uniaxial tension and uniaxial compression.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

249-257

Citation:

Online since:

August 2015

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2015 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] J. Li, J.Y. Wu, J. B. Chen, Stochastic Damage Mechanics of Concrete Structures, Science Press, Beijing, 2014. (in Chinese).

Google Scholar

[2] J. G. M. van Mier, Concrete Fracture: A Multiscale Approach, CRC Press, New York, (2013).

Google Scholar

[3] A. Rinaldi and S. Mastilovic, Two-Dimensional Discrete Damage Models: Lattices and Rational Models; in Handbook of Damage Mechanics: Nano to Macro Scale for Materials and Structures, Ed. Voyiadjis G., Springer, Berlin, Germany (DOI 10. 1007/978-1-4614-8968-9_22-1, ISBN 978-1-4614-5588-2). 2014, Ch. 10, 1-29.

DOI: 10.1007/978-1-4614-8968-9_22-1

Google Scholar

[4] E. Schlangen, J.G. M. van Mier, Simple lattice model for numerical simulation of fracture of concrete materials and structures, Material and Structures, 1992, 25: 534-542.

DOI: 10.1007/bf02472449

Google Scholar

[5] C. Mourkazel, H. J. Herrmann, A vectorizable random lattice, J. Stat. Phys., 1992, 68: 911-923.

DOI: 10.1007/bf01048880

Google Scholar

[6] B. L. Karihaloo, P. F. Shao, Q. Z. Xiao, Lattice modelling of the failure of particle composites, Engng Fract Mech, 2003, 70: 2385-2406.

DOI: 10.1016/s0013-7944(03)00004-3

Google Scholar

[7] C. Thornton, S. J. Antony, Quasi-static shear deformation of a soft particle system, Powder Techn. 2000, 109: 179-191.

DOI: 10.1016/s0032-5910(99)00235-1

Google Scholar

[8] S. Luding, Micro-macro transition for anisotropic frictional granular packing, Int. J. Solids Struct, 2004, 41: 5821-5836.

DOI: 10.1016/j.ijsolstr.2004.05.048

Google Scholar

[9] A. R. Moharmed, W. Hansen, Micromechanical modeling of concrete response under static loading: Part I: Model development and validation, ACI Materials Journal, 1999, 96(2): 196-203.

DOI: 10.14359/445

Google Scholar

[10] W. C. Zhu, J. G. Teng, C. A. Tang, Mesomechanical model for concrete. Part I: model development, 2004, 56(6): 313-330.

DOI: 10.1680/macr.2004.56.6.313

Google Scholar

[11] J. Li, Q. Y. Zhang, Study of stochastic damage constitutive relationship for concrete material, Journal of Tongji University (Natural Science). 2001, 29(10) 1135-1141. (in Chinese).

Google Scholar

[12] J. Li, X. D. Ren, Stochastic damage model for concrete based on energy equivalent strain, International Journal of Solids and structures, 2009, 46: 2407-2419.

DOI: 10.1016/j.ijsolstr.2009.01.024

Google Scholar

[13] Z.P. Bazant, M.R. Tabbara, M.T. Kazemi, G. Pyaudier-Cabot, Random particle model for fracture of aggregate and fiber composites. Journal of Engineering Mechanics. 1990, 116: 1686–1705.

DOI: 10.1061/(asce)0733-9399(1990)116:8(1686)

Google Scholar

[14] S. J. Zeng, Dynamic Experimental Research and Stochastic Damage Constitutive Model for Concrete, PhD thesis, Tongji University, 2012. (in Chinese).

Google Scholar