Constitutive Model Based on Damage Mechanics of Fiber Reinforced Concrete (FRC): A Review

Duo Xin Zhang; Qing Yun Wang

doi:10.4028/www.scientific.net/AMM.238.37

Paper Titles

A Study on Structure and Properties of Basalt Fiber
p.17

Study of Road Property of Basalt Fiber Asphalt Concrete
p.22

A Review of Stee-Polypropylene Hybrid Fiber Reinforced Concrete
p.26

Experimental Study on Flexural Toughness of SFRC
p.33

Constitutive Model Based on Damage Mechanics of Fiber Reinforced Concrete (FRC): A Review
p.37

Experimental Study on Full Stress-Strain Curve of SFRC in Axial Tension
p.41

Study on Damage Evolution Mechanism of Concrete under Uniaxial Tension
p.46

Experimental Research on Sulfate Attack Resistance of Steel Fiber Reinforced Fly Ash Concrete
p.51

Toughness of ECC Evaluated by Nominal Fracture Energy
p.57

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 238Constitutive Model Based on Damage Mechanics of...

Constitutive Model Based on Damage Mechanics of Fiber Reinforced Concrete (FRC): A Review

Abstract:

In order to study the constitutive model of fiber reinforced concrete (FRC) for future, this paper emphasizes on three aspects. FRCs constitutive model based on damage mechanics has been reviewed. The knowledge and development of constitutive models is discussed based on its historical developments and logical relations. Damage model of FRCs which has been developed in recent years is summarized at macro and micro levels. The development trends of constitutive modeling for FRCs are suggested on the basis of our understanding of essential physical properties of FRC, e.g. its nonlinearity

You might also be interested in these eBooks

Innovation in Civil Engineering, Architecture and Sustainable Infrastructure

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volume 238)

Pages:

37-40

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.238.37

Citation:

Cite this paper

Online since:

November 2012

Authors:

Duo Xin Zhang, Qing Yun Wang

Keywords:

Anisotropic Damage, Continuum Damage Mechanics (CDM), Fiber Reinforced Concrete (FRC), Micro-Micromechanics

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] F. Hild, A. Burr, F.A. Leckie, Matrix cracking and debonding in ceramic-matrix composites, International Journal of Solids and Structure, 33 (1996) 1209-1220.

DOI: 10.1016/0020-7683(95)00067-4

Google Scholar

[2] J. Matzenmiller, R. L. Lubliner, A. Taylor, Constitutive model for anisotropic damage in fiber-composites, Mechanics of Materials, 20 (1995) 125-152.

DOI: 10.1016/0167-6636(94)00053-0

Google Scholar

[3] G. Z. Voyiadjis, B. Deliktas, A coupled anisotropic damage model for the inelastic response of composite materials, Computation Methods Application Mechanical Engineering, 183 (2000) 159-199.

DOI: 10.1016/s0045-7825(99)00218-2

Google Scholar

[4] D. Zhang, W. Qu, Q. Wang, et al, Research on the coupled anisotropic damage and plasticity constitutive model for quasi-brittle materials, Acta Mechanica Solida Sinica, 33 (2012) 199-208.

Google Scholar

[5] R. C. Batra, N. M. Hassan, Blast resistance of unidirectional fiber reinforced composites, Composites Part B: Engineering, 39 (2008) 513-536.

DOI: 10.1016/j.compositesb.2007.03.002

Google Scholar

[6] S. Ghosh, J. Bai, P. Raghavan, Concurrent multi-level model for damage evolution in microstructurally debonding composites, Mechanics of Materials, 39 (2007) 241-266.

DOI: 10.1016/j.mechmat.2006.05.004

Google Scholar

[7] N. Weigel, B. Kröplin, D. Dinkler, Micromechanical modeling of damage and failure mechanisms in C/C–SiC Original Research Article, Computational Materials Science, 16 (1999) 120-132.

DOI: 10.1016/s0927-0256(99)00054-3

Google Scholar

[8] X. Peng, C. Meyer, A continuum damage mechanics model for concrete reinforced with randomly distributed short fibers, Computers and Structures, 78 (2000) 505-515.

DOI: 10.1016/s0045-7949(00)00045-6

Google Scholar