Development and Numerical Implementation of an Anisotropic Continuum Damage Model for Concrete

Juha Hartikainen; Kari Kolari; Reijo Kouhia

doi:10.4028/www.scientific.net/KEM.713.115

Paper Titles

Microdamage, Viscoelasticity and Viscoplasticity as Main Phenomena in Thermal Stress Relaxation in Laminated Composites
p.99

Anisotropic Fatigue & Fracture Behaviour in Hot-Rolled and Cold-Drawn Pearlitic Steel Wires
p.103

Evaluation of Piezodiagnostics Approach for Leaks Detection in a Pipe Loop
p.107

Structural Safety Review of a Building Damaged by Explosion in Mexico City
p.111

Development and Numerical Implementation of an Anisotropic Continuum Damage Model for Concrete
p.115

Nonlinear Solution of Steel Arch Supports
p.119

Determination of Initial Stages of Fatigue on the Basis of Fatigue Tensile and Fatigue Bend Testing
p.123

Simulation of Lamb Wave Propagation in Composite Structures Based on the Finite Element Stacked Shell Method
p.127

Increasing Fracture Toughness for 3D Multiscale Carbon Nanotube and Carbon Fiber Reinforced Composites
p.131

HomeKey Engineering MaterialsKey Engineering Materials Vol. 713Development and Numerical Implementation of an...

Development and Numerical Implementation of an Anisotropic Continuum Damage Model for Concrete

Abstract:

In this paper, a thermodynamic formulation for modelling anisotropic damage of elastic-brittle materials based on Ottosen's 4-parameter failure surface is proposed. The model is developed by using proper expressions for Gibb's free energy and the complementary form of the dissipation potential. The formulation predicts the basic characteristic behaviour of concrete well and results ina realistic shape for the damage surface.

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Key Engineering Materials (Volume 713)

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115-118

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.713.115

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Online since:

September 2016

Authors:

Juha Hartikainen, Kari Kolari, Reijo Kouhia

Keywords:

Damage, Dissipation Potential, Elastic-Brittle Material, Ottosen's 4-Parameter Criterion, Spesic Gibb's Free Energy

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References

[1] M. Basista. In J.J. Skrzypek and A. Ganczarski, eds, Anisotropic Behaviour of Damaged Materials, vol. 9 Lecture Notes in Applied and Computational Mechanics, 221{258. Springer-Verlag, (2003).

DOI: 10.1007/978-3-540-36418-4

Google Scholar

[2] U. Cicekli, G.Z. Voyiadjis, and R.K. Abu Al-Rub. Int. J. Plast., 23: 1874-1900, (2007).

Google Scholar

[3] A. Dragon and Z. Mróz. Int. J. Engng Sci., 17: 121-137, (1979).

Google Scholar

[4] M. Frémond. Non-Smooth Thermomechanics. Springer, Berlin, (2002).

Google Scholar

[5] P. Grassl and M. Jirásek. Int. J. Solids and Struct., 43: 7166-7196, (2006).

Google Scholar

[6] P. Grassl, K. Lundgren, and K. Gylltoft. Int. J. Solids and Struct., 39: 5205-5223, (2002).

Google Scholar

[7] L. Jason, A. Huerta, G. Pijaudier-Cabot, and S. Ghavamian. Comp. Meth. Appl. Mech. Engng, 195: 7077-7092, (2006).

Google Scholar

[8] H. Kupfer, H.K. Hilsdorf, and H. Rüsch. J. American Concrete Inst., 66(8): 656-666, (1969).

Google Scholar

[9] J. Lee and G.L. Fenves. J. Engng Mech., ASCE, 124(8): 892-900, August (1998).

Google Scholar

[10] P. Menétrey and K.J. Willam. ACI Structural Journal, 92: 311-318, (1995).

Google Scholar

[11] G.D. Nguyen and A.M. Korsunsky. Int. J. Solids and Struct., 45: 5483-5501, (2008).

Google Scholar

[12] N.S. Ottosen. J. Engng Mech., ASCE, 103(EM4): 527-535, August (1977).

Google Scholar

[13] G.Z. Voyiadjis and Z.N. Taqieddin. International Journal of Structural Changes in Solids-Mechanics and Applications, 1(1): 31-59, (2009).

Google Scholar

[14] K. Willam and E.P. Warnke. In IABSE Proceedings, volume 19, pages 1-30, 1975. Seminar on Concrete Structures Subjected to Triaxial Stresses, Bergamo, Italy May 17-19, (1974).

Google Scholar