Communications - Scientific Letters of the University of Zilina 2002, 4(3):9-12 | DOI: 10.26552/com.C.2002.3.9-12

Description of Brittle Damage in Concrete

Jan Kubik1, Zbigniew Perkowski1
1 Technical University Opole, Department of Civil Engineering, Poland

A simple model of the brittle damage evolution in concrete is presented. The damage evolution is assumed as an isotropic one and the level of damages in material is described by the scalar parameter. The physical equations for this case are formulated.

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Published: September 30, 2002  Show citation

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Kubik, J., & Perkowski, Z. (2002). Description of Brittle Damage in Concrete. Communications - Scientific Letters of the University of Zilina, 4(3), 9-12. doi: 10.26552/com.C.2002.3.9-12
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    References

    1. EIBL J., Concrete Structures under Impact and Impulsive Loading, Bulletin d'Information No. 187, Contribution à la 26 Session Plénière CEB, Dubrownik, 1988
    2. KUBIK J., PERKOWSKI Z.: Description of the damage growth in concrete, 3rd Scientific - Technical Conference Matbud '2000, 208-215, Kraków, 2000 (in Polish)
    3. LITEWKA A., DĘBIŃSKI J.: The anisotropic model of the deformability of concrete under multiaxial state of stress, XLIII Scientific Conference KILiW PAN and KN PZITB, Poznań-Krynica, 1997 (in Polish)
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    5. ORTIZ M.: A constitutive theory for the inelastic behaviour of concrete, Mech. of Mat. 4, 67-93, 1985. Go to original source...
    6. PERKOWSKI Z.: Description of the deformability of concrete with damages, ZN 89 Politechniki ¦l±skiej, S. Civil Engineering, 163-170, Gliwice, 2000 (in Polish).

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