Review article
https://doi.org/10.13167/2017.15.6
INFLUENCE OF INTERMITTENT CYCLIC LOADING ON REINFORCED CONCRETE RESISTANCE MODEL
Vasyl Karpiuk
; Odesa State Academy of Building and Architecture,Department of Reinforced Concrete and Stone Structures
Anatoliy Kostiuk
; Odesa State Academy of Building and Architecture,Department of Building Structures
Oksana Maistrenko
; Odesa State Academy of Building and Architecture,Department of Reinforced Concrete and Stone Structures
Yulia Somina
; Odesa State Academy of Building and Architecture,Department of Reinforced Concrete and Stone Structures
Abstract
This article describes the study of reinforced concrete span bending structures under conditions of high-level cyclic loading. Previous studies on the development of physical models of bending reinforced concrete element fatigue resistance, cyclic effect of lateral forces, and methods of calculation, are important and appropriate owing to certain features and the essential specificity of the mentioned loading type. These primarily include the nonlinearity of deformation, damage accumulation in the form of fatigue micro- and macro-cracks, and exhausting destruction of construction materials. In this paper, key expressions determining the endurance limits of concrete, longitudinal reinforcement, and anchoring longitudinal reinforcement, which contribute to endurance throughout the entire construction, are considered. Establishing a link between stresses in the elements and deformations in the element under conditions of cyclic loading action is of equal importance because of the presence of cyclic stress-induced creep deformation.
Keywords
endurance; cyclic loading; exhausting destruction; cyclic stress-induced creeps; reinforced concrete
Hrčak ID:
191460
URI
Publication date:
23.12.2017.
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