An improved fracture approach to investigate the degradation of vibration characteristics for reinforced concrete beams under progressive damage

被引:24
|
作者
Pranno A. [1 ]
Greco F. [1 ]
Lonetti P. [1 ]
Luciano R. [2 ]
De Maio U. [1 ]
机构
[1] Department of Civil Engineering, University of Calabria, Via P. Bucci, Cubo 39B, Rende
[2] Department of Engineering, Parthenope University of Naples, Naples
关键词
Diffuse Cohesive Fracture; Modal Properties; Reinforced Concrete Beams; Simulation-Based Damage Detection; Structural Health Monitoring;
D O I
10.1016/j.ijfatigue.2022.107032
中图分类号
学科分类号
摘要
This work presents a cohesive fracture modeling approach to investigate the damage effects on the mechanical response of reinforced concrete beams in terms of degradation of vibration characteristics. The proposed model can simulate the diffuse cracking behavior of reinforced concrete beams together with the steel–concrete interaction providing also the static and dynamic response at increasing damage levels including the effects of concrete cyclic behavior. The numerical outcomes were validated through comparisons with experimental results reported in the literature, demonstrating the consistency and the applicability of the proposed numerical model in the framework of “model-based” damage identification procedures. © 2022 Elsevier Ltd
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