The Influence of damage to reinfrorced concrete beam on strength and Deformability: the review

Author:

Mykhalevskyi NazariiORCID, ,Vegera PavloORCID,Blikharskyi ZinoviiORCID, ,

Abstract

In accordance with current conditions, it is necessary to change the aim of buildings and structures in which a large number of reinforced concrete elements that undergo complex stress-deformed states are used. The task for researchers is to determine the residual bearing capacity of the element with uneven damage, making it possible to choose the most optimal calculation option and select materials for optimization, preservation of strength, and durability. Also, a special role is played by the study of the impact of damage and defects, which cause a stressed - deformed state that cannot be predicted by calculation. Methods of determining the residual bearing capacity of reinforced concrete elements with various types of damage are considered. It also provides a detailed analysis of the most common defects and damages in reinforcement concrete structures, different types of corrosion.

Publisher

Lviv Polytechnic National University

Subject

Industrial and Manufacturing Engineering,Environmental Engineering

Reference20 articles.

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2. Voskobiinyk, O. P.(2010) Typological comparison of defects and damage of reinforced concrete, metal and steel-reinforced concrete beam structures. Theory and building practice, 662, 97 - 103. (in Ukrainian). https://ena.lpnu.ua/handle/ntb/6747

3. Voskobiinyk, O.P, Kitaiev O.O., Makarenko Ya.V., Buhaienko Ye.S. (2011). Experimental investigation of reinforced concrete beams with defects and damages that cause the skew bending. Academic journal. Industrial Machine Building, Civil Engineering, 1(29), 87-92. (in Ukrainian). http://reposit.pntu.edu.ua/handle/PoltNTU/8074

4. Pavlikov A. M. (2020). Calculation of the strength of reinforced concrete beams that are subjected to bi-axial bending. 72nd scientific conference of professors, teachers, researchers, post-graduate students and students of the university, dedicated to the 90th anniversary of the National University «Yuri Kondratyuk Poltava Politechnic» 21 April - 15 May. Poltava, Ukraine. (in Ukrainian).

5. Pavlikov A.M., Harkava O.V., Hasenko A.V., & Andriiets K.I. (2019). Comparative analysis of numerical simulation results of work of biaxially bended reinforced concrete beams with experimental data. Building construction: Bulletin of the Odessa State Academy of Civil Engineering and Architecture, 77, 84-92. doi: 10.31650/2415-377X-2019-77-84-92

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