Research on quantitative detection method of internal rebar stresses in RC beams under cyclic loading based on force-magnetic coupling optimization model
Hong Zhang , Kai Tong , Yujie Zhang , Yinghao Qu , Jianting Zhou
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引用次数: 0
Abstract
To achieve non-destructive quantitative diagnosis of steel stress inside the structure, a bending loading experiment was conducted on RC beams under cyclic loading. The normal and tangential magnetic field parameters Cσx and Cσy are introduced. The evolution pattern of the force-magnetic coupling relationship is investigated. Research results: The correlation between dislocations in the microstructure of steel bar and magnetic domain displacement has been clarified. An optimized model of the force-magnetic relationship under cyclic loading has been established, precisely describing the variation characteristics of magnetization intensity with stress strength. The increase in cyclic loading promotes the stable development of the magnetic induction intensity Bx and By curves. The magnetic intensity of the steel bar exhibits asynchronous variation with stress intensity, leading to an inverted characteristic change in the magnetic field curves. The parameter Cσy corresponds to the stress level of the steel bar. The parameter Cσx exhibits a linear positive correlation with the rebar stress. Accordingly, stage-based diagnostic criteria and quantitative relationships for stress are proposed. A comprehensive method for quantifying the stress state of steel bars based on two-dimensional eigenvalues has been established.
期刊介绍:
Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged.
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