Influence of Damage in the Compressed Zone of Concrete on the Bearing Capacity Along Inclined Sections and Crack Formation Characteristics

Author:

Klymenko YevheniiORCID,Polianskyi KostiantynORCID,Grynyova IrynaORCID,Borzovič ViktorORCID

Publisher

Springer Nature Switzerland

Reference23 articles.

1. Bonić, Z., Topličić Ćurčić, G., Davidović, N., Savić, J.: Damage of concrete and reinforcement of reinforced-concrete. Procedia Engineering 117, 411–418 (2015)

2. Concrete and reinforced concrete structures (II-a): DBN B. 2.6.-2011, 101 (2009)

3. Sakka, Z., Assakkaf, I., Qazweeni, J.: Reliability-based assessment of damaged concrete buildings. Struct. Eng. Mech. 65, 751–760 (2018)

4. Kopiika, N., Vegera, P., Vashkevych, R., Blikharskyy, Z.: Stress-strain state of damaged reinforced concrete bended elements at operational load level. Product. Eng. Archi. 27(4), 242–247 (2021)

5. Vegera, P., Vashkevych, R., Blikharskyy, Y., Khmil, R.: Development methodology of determinating residual carrying capacity of reinforced concrete beams with damages tensile reinforcement which occurred during loading. Eastern-European J. Enterp. Technol. 4(7), 112 (2021)

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