Bearing Capacity of Flexural Reinforced Concrete Beams with Corrosion Damage in the Compression Zone
https://doi.org/10.22227/2949-1622.2025.3.21-27
Abstract
Reinforced concrete is the primary structural material for the construction of buildings and structures of various purposes. One of the key characteristics determining the safety, durability, and reliability of such structures is their load-bearing capacity. The main factor reducing the load-bearing capacity of reinforced concrete structures is corrosion, which poses the greatest threat to flexural members. This paper examines the influence of chloride-induced corrosion damage in the concrete compression zone on the load-bearing capacity of reinforced concrete flexural beams. It has been established that corrosion damage in the concrete compression zone leads to a degradation of its strength properties, which, in turn, results in a reduction of the beam's overall load-bearing capacity. Furthermore, corrosion leads to the disengagement of the compression reinforcement from carrying load, which also contributes to the reduction of the flexural member's load-bearing capacity.
About the Authors
A. G. Tamrazyan
Moscow State University of Civil Engineering (National Research University) (MGSU)
Russian Federation
Russian Federation
Ashot G. Tamrazyan, corresponding Member of the Russian Academy of Architecture and Construction Sciences (RAACS), Doctor of Technical Sciences, Professor, Head of the Department of Reinforced Concrete and Masonry Structures
26 Yaroslavskoe shosse, Moscow, 129337
Scopus: 55975413900, ResearcherID: T-1253-2017
H. A. Sadoyan
Moscow State University of Civil Engineering (National Research University) (MGSU)
Russian Federation
Russian Federation
Hamlet A. Sadoyan, postgraduate Student, Lecturer at the Department of Reinforced Concrete and Masonry Structures
26 Yaroslavskoe shosse, Moscow, 129337
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Review
For citations:
Tamrazyan A.G., Sadoyan H.A. Bearing Capacity of Flexural Reinforced Concrete Beams with Corrosion Damage in the Compression Zone. Reinforced concrete structures. 2025;11(3):21-27. (In Russ.) https://doi.org/10.22227/2949-1622.2025.3.21-27
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