Abstract
The stress-strain state of bending and eccentrically compressed reinforced concrete structures at low and freeze-thaw temperatures is considered. The effect of alternating freezing and thawing and low negative temperatures during single and multiple freezing on their bearing capacity and durability is assessed. The study was carried out according to specially developed computer programs using a nonlinear stress-strain model. The influence of the reinforcement ratio on the change in the bearing capacity of bending and compressed elements of reinforced concrete structures under the impact of freezing and thawing cycles and low negative temperatures is considered.
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Morozov, V., Popov, V., Plyusnin, M., Kondrateva, L. (2020). Bending and Eccentrically Compressed Reinforced Concrete Structures at Low and Freeze-Thaw Temperatures. In: Popovic, Z., Manakov, A., Breskich, V. (eds) VIII International Scientific Siberian Transport Forum. TransSiberia 2019. Advances in Intelligent Systems and Computing, vol 1116. Springer, Cham. https://doi.org/10.1007/978-3-030-37919-3_32
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DOI: https://doi.org/10.1007/978-3-030-37919-3_32
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