Study of stiffness and bearing capacity degradation of reinforced concrete beams under constant-amplitude fatigue

• Published in: PloS one Vol. 13; no. 3; p. e0192797
• Main Authors: Liu, Fangping, Zhou, Jianting, Yan, Lei
• Format: Journal Article
• Language: English
• Published: United States Public Library of Science 09.03.2018; Public Library of Science (PLoS)
• Subjects: Analysis; Beams (structural); Bearing capacity; Bridges; Civil engineering; Composite materials; Concrete; Coriolis force; Crack propagation; Deformation; Degeneration; Degradation; Destructive testing; Education; Engineering research; Fatigue; Fatigue (Materials); Fatigue failure; Fatigue tests; Laboratories; Laws, regulations and rules; Materials durability; Metal fatigue; Physical Sciences; Reinforced concrete; Static control devices; Stiffness; Beijing China; China
• ISSN: 1932-6203; 1932-6203
• DOI: 10.1371/journal.pone.0192797

For a reinforced concrete beam subjected to fatigue loads, the structural stiffness and bearing capacity will gradually undergo irreversible degeneration, leading to damage. Moreover, there is an inherent relationship between the stiffness and bearing capacity degradation and fatigue damage. In this study, a series of fatigue tests are performed to examine the degradation law of the stiffness and bearing capacity. The results pertaining to the stiffness show that the stiffness degradation of a reinforced concrete beam exhibits a very clear monotonic decreasing "S" curve, i.e., the stiffness of the beam decreases significantly at the start of the fatigue loading, it undergoes a linear decline phase in the middle for a long loading period, and before the failure, the bearing capacity decreases drastically again. The relationship between the residual stiffness and residual bearing capacity is determined based on the assumption that the residual stiffness and residual bearing capacity depend on the same damage state, and then, the bearing capacity degradation model of the reinforced concrete beam is established based on the fatigue stiffness. Through the established model and under the premise of the known residual stiffness degradation law, the degradation law of the bearing capacity is determined by using at least one residual bearing capacity test data, for which the parameters of the stiffness degradation function are considered as material constants. The results of the bearing capacity show that the bearing capacity degradation of the reinforced concrete beam also exhibits a very clear monotonic decreasing "S" curve, which is consistent with the stiffness degradation process and in good agreement with the experiment. In this study, the stiffness and bearing capacity degradation expressions are used to quantitatively describe their occurrence in reinforced concrete beams. In particular, the expression of the bearing capacity degradation can mitigate numerous destructive tests and save cost. The stiffness and bearing capacity degradation expressions for a reinforced concrete beam can be used to predict the deformation and bearing capacity of a structure during the service process and determine the structural fatigue damage and degree of degradation.