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    Fracture mechanics via sensitivity analysis and numerical evaluation of J integral in cracked sheets

    AbstractIn this paper the formulation of the J integral is derived from the shape sensitivity analysis for plane cracked domains. Numerical evaluation of the J integral is performed using the results obtained from a finite element calculation. Finally, three examples of cracked sheets are analyzed and the results compared to available values in the literature.

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    Fracture mechanics via sensitivity analysis and numerical evaluation of J integral in cracked sheets

    AbstractIn this paper the formulation of the J integral is derived from the shape sensitivity analysis for plane cracked domains. Numerical evaluation of the J integral is performed using the results obtained from a finite element calculation. Finally, three examples of cracked sheets are analyzed and the results compared to available values in the literature.

    Access

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    Order at Subito €

    Fracture mechanics via sensitivity analysis and numerical evaluation of J integral in cracked sheets

    AbstractIn this paper the formulation of the J integral is derived from the shape sensitivity analysis for plane cracked domains. Numerical evaluation of the J integral is performed using the results obtained from a finite element calculation. Finally, three examples of cracked sheets are analyzed and the results compared to available values in the literature.

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    Title:

    Fracture mechanics via sensitivity analysis and numerical evaluation of J integral in cracked sheets

    Contributors:

    Taroco, Edgardo (author) / de Las Casas, Estevam Barbosa (author) / Cimini, Carlos Alberto Jr (author)

    Published in:

    Journal of Constructional Steel Research ; 28 ; 153-165

    Publication date:

    1993-01-01

    Size:

    13 pages

    ISSN:

    0143-974X

    DOI:

    https://doi.org/10.1016/0143-974X(94)90040-X

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    English

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