Development and numerical implementation of an anisotropic continuum damage model for concrete

Juha Hartikainen, Kari Kolari, Kouhia Reijo

    Research output: Chapter in Book/Report/Conference proceedingConference article in proceedingsScientificpeer-review

    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.
    Original languageEnglish
    Title of host publicationAdvances in Fracture and Damage Mechanics XV
    EditorsJesús Toribio, Vladislav Mantič, Andrés Sáez, M.H. Ferri Aliabadi
    PublisherTrans Tech Publications
    Pages115-118
    ISBN (Print)978-3-03835-716-2
    DOIs
    Publication statusPublished - 2016
    MoE publication typeA4 Article in a conference publication

    Publication series

    SeriesKey Engineering Materials
    Volume713
    ISSN1013-9826

    Fingerprint

    Concretes
    Brittleness
    Free energy
    Thermodynamics

    Keywords

    • damage
    • dissipation potential
    • elastic-brittle material
    • Ottosen's 4-parameter criterion
    • spesic Gibb's free energy

    Cite this

    Hartikainen, J., Kolari, K., & Reijo, K. (2016). Development and numerical implementation of an anisotropic continuum damage model for concrete. In J. Toribio, V. Mantič, A. Sáez, & M. H. F. Aliabadi (Eds.), Advances in Fracture and Damage Mechanics XV (pp. 115-118). Trans Tech Publications. Key Engineering Materials, Vol.. 713 https://doi.org/10.4028/www.scientific.net/KEM.713.115
    Hartikainen, Juha ; Kolari, Kari ; Reijo, Kouhia. / Development and numerical implementation of an anisotropic continuum damage model for concrete. Advances in Fracture and Damage Mechanics XV. editor / Jesús Toribio ; Vladislav Mantič ; Andrés Sáez ; M.H. Ferri Aliabadi. Trans Tech Publications, 2016. pp. 115-118 (Key Engineering Materials, Vol. 713).
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    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.",
    keywords = "damage, dissipation potential, elastic-brittle material, Ottosen's 4-parameter criterion, spesic Gibb's free energy",
    author = "Juha Hartikainen and Kari Kolari and Kouhia Reijo",
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    Hartikainen, J, Kolari, K & Reijo, K 2016, Development and numerical implementation of an anisotropic continuum damage model for concrete. in J Toribio, V Mantič, A Sáez & MHF Aliabadi (eds), Advances in Fracture and Damage Mechanics XV. Trans Tech Publications, Key Engineering Materials, vol. 713, pp. 115-118. https://doi.org/10.4028/www.scientific.net/KEM.713.115

    Development and numerical implementation of an anisotropic continuum damage model for concrete. / Hartikainen, Juha; Kolari, Kari; Reijo, Kouhia.

    Advances in Fracture and Damage Mechanics XV. ed. / Jesús Toribio; Vladislav Mantič; Andrés Sáez; M.H. Ferri Aliabadi. Trans Tech Publications, 2016. p. 115-118 (Key Engineering Materials, Vol. 713).

    Research output: Chapter in Book/Report/Conference proceedingConference article in proceedingsScientificpeer-review

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    AU - Reijo, Kouhia

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    AB - 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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    Hartikainen J, Kolari K, Reijo K. Development and numerical implementation of an anisotropic continuum damage model for concrete. In Toribio J, Mantič V, Sáez A, Aliabadi MHF, editors, Advances in Fracture and Damage Mechanics XV. Trans Tech Publications. 2016. p. 115-118. (Key Engineering Materials, Vol. 713). https://doi.org/10.4028/www.scientific.net/KEM.713.115