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Cited article:

The high-tech and effective method of strengthening reinforced concrete structures with CFRP materials with preliminary modification of the cross-section shape

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Studying the Efficiency of Composite Longitudinal and Transverse Reinforcement for Increasing the Strength and Rigidity of Flexible Eccentrically Compressed Reinforced Concrete Poles

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Modern Trends in Construction, Urban and Territorial Planning 2 (4) 7 (2023)
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Networked Control Systems for Connected and Automated Vehicles

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Lecture Notes in Networks and Systems, Networked Control Systems for Connected and Automated Vehicles 510 1923 (2023)
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Networked Control Systems for Connected and Automated Vehicles

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To the Definition the Deflections of Flexible Non-centrally Compressed Reinforced Concrete Struts Strengthened in the Transverse Direction with Composite Materials

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Increasing the Strength and Rigidity of Reinforced Concrete Eccentrically Compressed Elements with Carbon Fiber Reinforcement

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The beams with composite reinforcement inclined sections’ finite element modeling operation results comparison with the results of the laboratory samples’ tests

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E3S Web of Conferences 281 01027 (2021)
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Methodical approaches to destructive and non-destructive testing application in forensic construction and technical expertise

Inna Zilberova, Irina Novoselova, Tareq Neamah Mohsen AL-Fatla, Konstantin Petrov and B. Yazyev
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The shear span influence on the crack formation and fracture features in the experimental samples in the external conditions of composite reinforcement presence or absence

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https://doi.org/10.1088/1757-899X/913/2/022040

Initial crack effect on the strength of oblique cross sections of reinforced concrete beams strengthened with carbon fiber

Alexandr Shilov, Petr Polskoy, Dmitriy Mailyan, Petr Shilov and O. Kalinina
E3S Web of Conferences 110 01053 (2019)
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The Cut Span Effect on the Beams Inclined Sections Strength Reinforced with External Composite Reinforcement

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Materials Science Forum 974 633 (2019)
https://doi.org/10.4028/www.scientific.net/MSF.974.633