Influence of Concrete Creep on the Bending of a Prestressed Bridge Beam
https://doi.org/10.22227/2949-1622.2023.3.3-10
Abstract
By present time significant experimental and theoretical material on concrete creep has been accumulated. At the same time, the known approaches to calculation of concrete and reinforced concrete structures with regard to creep are oriented mainly to solving problems with relatively simple geometry of the product. Moreover, there are no mechanic-mathematical models of hereditary type oriented to the finite-element method.
The concept of modelling of long-term deformation of reinforced concrete structures in a three-dimensional statement, based on the use of the integral deformation modulus of concrete, does not allow one to carry out designing considering the technological prehistory. Therefore, the problem of developing a finite-element algorithm and corresponding software allowing the modelling of the volumetric stress-strain state of large-span prestressed reinforced concrete structures within the framework of the theory of hereditary aging is relevant.
About the Authors
Petr P. Gaidzhurov
Don State Technical University
Russian Federation
Russian Federation
Advisor of RAACS, Doctor of Technical Sciences, Professor, Professor of the department "Structural Mechanics and Theory of Structures"
- Scopus: 6506050037
Elvira R. Iskhakova
M.I. Platov South Russian State Polytechnic University (NPI)
Russian Federation
Russian Federation
postgraduate student of the department "Urban Planning, Design of Buildings and Structures"
Nina A. Saveleva
Don State Technical University
Russian Federation
Russian Federation
Senior Lecturer, Department "Structural Mechanics and Theory of Structures"
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Review
For citations:
Gaidzhurov P.P., Iskhakova E.R., Saveleva N.A. Influence of Concrete Creep on the Bending of a Prestressed Bridge Beam. Reinforced concrete structures. 2023;3(3):3-10. (In Russ.) https://doi.org/10.22227/2949-1622.2023.3.3-10
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