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Effects of Corrosion Pits on Mechanical Properties of Corroded Steel Bars

机译:腐蚀坑对腐蚀钢筋力学性能的影响

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摘要

In order to investigate the effects of corrosion pits on the mechanical properties of corroded steel bars, three-dimensional geometric models of steel bars with different corrosion degrees were obtained by using three-dimensional laser scanning technique, and the geometric shapes and parameters of corrosion pits were analyzed. It was found that corrosion pit can be given with a hyperbola; therefore, the effects of geometric parameters for a hyperbola on mechanical properties of corroded steel bars were analyzed and discussed by use of a proposed numerical analysis model, which was validated by tensile test results of steel bars with machined corrosion pits. In the model, the corrosion pits were assumed to be axially symmetric and a real stress-strain relationship of uncorroded steel bars was used. It was found that the reduction of the nominal strength of corroded steel bars is mainly caused by the variation of the cross-sectional area along the longitudinal axis, while the degradation of the ultimate elongation and shortening of the yield plateau mostly results from the stress concentration at the corrosion pit.
机译:为了研究腐蚀坑对腐蚀钢筋力学性能的影响,采用三维激光扫描技术获得了不同腐蚀程度的钢筋的三维几何模型,并给出了腐蚀坑的几何形状和参数。被分析。研究发现,腐蚀坑可以与双曲线同时使用。因此,使用提出的数值分析模型分析和讨论了双曲线的几何参数对腐蚀后的钢筋力学性能的影响,并通过带有机械腐蚀点的钢筋的拉伸试验结果验证了该模型的有效性。在模型中,假定腐蚀点是轴向对称的,并且使用了未腐蚀钢筋的真实应力-应变关系。发现锈蚀钢筋的标称强度降低主要是由于沿纵轴的横截面积变化引起的,而极限伸长率的降低和屈服平稳期的缩短主要是由于应力集中引起的。在腐蚀坑。

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