Study on Non-Local Damage Constitutive Model of Concrete under Freeze-Thaw Action

Zong Min Liu; Ji Ze Mao; Hai Yan Song

doi:10.4028/www.scientific.net/KEM.452-453.133

Paper Titles

Parametric Generation of Random Distribution of Fibers in Long-Fiber Reinforced Composites and Micromechanical FE Analysis
p.117

Mechanical Behavior of Structural Concrete Made with Recycled Aggregates from Tunnel Excavation
p.121

Creep Behaviour of Reinforced Masonry Walls by CFRP Sheets and Structural Mortar
p.125

Cyclic vs. Static Loading Behaviour of Masonry Blocks: An Approach to Evaluate the Long-Term Behaviour
p.129

Study on Non-Local Damage Constitutive Model of Concrete under Freeze-Thaw Action
p.133

The Effect of Damage and Geometrical Variability on the Tensile Strength Distribution of Flax Fibers
p.137

Asymptotic Field near the Tip of a Mode I Quasi-Statically Propagating Crack in Rate-Sensitive Materials
p.141

Toughening Analysis of Mixed Cracks in Transformation Toughened Ceramics on Influence of SD Effect
p.145

Analysis of Thermo-Mechanical Behavior of Shape Memory Alloys
p.149

HomeKey Engineering MaterialsKey Engineering Materials Vols. 452-453Study on Non-Local Damage Constitutive Model of...

Study on Non-Local Damage Constitutive Model of Concrete under Freeze-Thaw Action

Abstract:

Concrete is multi-phase composites. Due to the inhomogeneity of mechanical properties and complexity of physical properties, constitutive relations of concrete are more complicated. Starting from irreversible thermodynamics theory, internal state variable theory and nonlocal field theory, non-local damage constitutive model of concrete under freeze-thaw action is established in this paper. In the model, non-local influence functions are discussed which are used to describe interplay of damage between adjacent point.

You might also be interested in these eBooks

Advances in Fracture and Damage Mechanics IX

View Preview

Info:

Periodical:

Key Engineering Materials (Volumes 452-453)

Pages:

133-136

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.452-453.133

Citation:

Cite this paper

Online since:

November 2010

Authors:

Zong Min Liu, Ji Ze Mao, Hai Yan Song

Keywords:

Constitutive Model, Damage, Freeze-Thaw, Non-Local

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] G. Pijaudier-Cabot and J. Mazars, in: Handbook of Materials Behavior Models, edited by Jean Lemaitre, chapter, 6, Academic Press (2001).

Google Scholar

[2] S.B. Xia, in: Proceedings of the Fifth National Conference on Structural Engineering, Vol. 2, Tsinghua University Press (1996), pp.152-156.

Google Scholar

[3] D.L. McDowell, in: Handbook of Materials Modeling, edited by Sidney Yip, Chapter, 3, Springer (2005).

Google Scholar

[4] M.A. Biot: submitted to J. Appl. Phys. (1956).

Google Scholar

[5] H. Cai: Prediction Model of Concrete Freeze-thaw Durability, Tsinghua University Doctor Degree Dissertation, (1998).

Google Scholar

[6] G.J. Tang and X.L. Liu: Analysis of Freeze-thaw Damage Surface in Concrete, Durability of Concrete Structures Design and Technology Forum in Coastal Areas and The 6th National Academic Exchanges in Durability of Concrete Structures, (2004).

DOI: 10.1002/9781118910108.ch3

Google Scholar

[7] A.C. Eringen: Continum Physics (Academic Press, New York 1976).

Google Scholar

[8] S.B. Xia, G.X. Li and H. Lee: submitted to International Journal of Fracture (1987).

Google Scholar

[9] G. Pijaudier-Cabot and Z.P. Bazant: submitted to J. Appl. Mech., ASME (1987).

Google Scholar

[10] Z.P. Bazant and G. Pijaudier-Cabot: submitted to Journal of Engineering Mechanics (1989).

Google Scholar