Fatigue Behavior of Flexural Reinforced Concrete Beams under Corrosion Conditions
https://doi.org/10.22227/2949-1622.2024.2.22-34
Abstract
The article is devoted to the fatigue of bending reinforced concrete beams under reinforcement corrosion. The influence of lugs and rebar notches periodic profile in concrete under repetitive loads, which act as stress concentrators, leading to the appearance of fatigue cracks and to the reduction of fatigue strength, is considered.
About the Author
A. G. Tamrazyan
Moscow State University of Civil Engineering (National Research University) (MGSU)
Russian Federation
Russian Federation
Ashot G. Tamrazyan, Corresponding member of RAACS, Doctor of Technical Sciences, Professor, Неad of the Department of Reinforced Concrete and Masonry Structures
26 Yaroslavskoe shosse, Moscow, 129337
Scopus: 55975413900, ResearcherID: T-1253-2017
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Review
For citations:
Tamrazyan A.G. Fatigue Behavior of Flexural Reinforced Concrete Beams under Corrosion Conditions. Reinforced concrete structures. 2024;6(2):22-34. (In Russ.) https://doi.org/10.22227/2949-1622.2024.2.22-34
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