Secant modulus ratio for reconstructable reinforced concrete
https://doi.org/10.33979/2073-7416-2024-115-5-61-69
Abstract
The relationship between the strength of concrete and tangent modulus gets broken during its prolonged usage, so deformation curves matching the changes that occurred are required for the calculation of reinforced concrete structures. The formula based on the Arrenius equation enables the creation of concrete deformation model based on experimental data. Such model matches the criteria set. For validation of the model adequacy the results of comparing the model being proposed with the concrete deformation model used in the standards for different concrete classes are presented in graphical and tabular form. The results obtained confirm the adequacy of the deformation model proposed.
About the Author
V. G. Murashkin
Samara State Technical University
Russian Federation
Russian Federation
Murashkin Vasiliy G., candidate in tech. sc., docent
Samara
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Review
For citations:
Murashkin V.G. Secant modulus ratio for reconstructable reinforced concrete. Building and Reconstruction. 2024;(5):61-69. (In Russ.) https://doi.org/10.33979/2073-7416-2024-115-5-61-69
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