Summary
A method is proposed for calculating the stress intensity coefficient in a ferroconcrete element containing a crack in bending with reinforcement by rods. A three-dimensional solution has been obtained. The attachment of the reinforcement to the concrete is incorporated.
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Translated from Fiziko-Khimicheskaya Mekhanika Materialov, No. 3, pp. 98–104, May–June, 1992.
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Andreikiv, O.É., Luchko, I.I. & Gembara, T.V. Method of determining bending stress intensity coefficients for cracked ferroconcrete components. Mater Sci 28, 299–304 (1992). https://doi.org/10.1007/BF00726201
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DOI: https://doi.org/10.1007/BF00726201