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- W4382488096 abstract "The paper presents the results of the study by the finite element method of a reinforced concrete beam with the application of a physical model to concrete in the form of a deformation modulus as a nonlinear function of the stress level and time which is built on the basis of a universal model of concrete deformation and fracture. The loading mode with a constant rate of uniformly distributed load growth, prolonged exposure to constant loading and subsequent reloading up to damage is considered. The dynamic processes of crack formation are modeled, the load-bearing capacity values obtained in the study is compared with its standard value, and the relative integral rigidity of the beam in its operational state is estimated." @default.
- W4382488096 created "2023-06-29" @default.
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- W4382488096 date "2023-01-01" @default.
- W4382488096 modified "2023-09-26" @default.
- W4382488096 title "Integral rigidity of a reinforced concrete beam taking into account cracking and creep strain" @default.
- W4382488096 doi "https://doi.org/10.23968/1999-5571-2023-20-1-22-32" @default.
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