Abstract
In this work we consider numerical analysis of elasticity problem for reinforced concrete deep beams. Main investigation is made to define the effect of presence of steel-polypropylene fibres in concrete mixture for different types of reinforcement. For numerical solution we use finite element method approximation. Numerical realization of method performed on collection of free software FEniCS. As model problem we consider computation of elastically-deformed state of reinforced concrete structure, consisting of concrete matrix and steel reinforcement, loaded in 3-point bending test. Numerical results of three-dimensional problem with complex geometry are presented.
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Acknowledgements
The research was supported by “Scientific and Educational Foundation for Young Scientists of Republic of Sakha (Yakutia)” 201604010196 and “Russian Foundation for Basic Research” (project N15-31-20856).
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Kolesov, A.E., Sivtsev, P.V., Smarzewski, P., Vabishchevich, P.N. (2017). Numerical Analysis of Reinforced Concrete Deep Beams. In: Dimov, I., Faragó, I., Vulkov, L. (eds) Numerical Analysis and Its Applications. NAA 2016. Lecture Notes in Computer Science(), vol 10187. Springer, Cham. https://doi.org/10.1007/978-3-319-57099-0_46
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