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Effects of Corrosion Pits on Mechanical Properties of Corroded Steel Bars

机译:腐蚀坑对腐蚀钢筋机械性能的影响

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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:为了探讨腐蚀坑对腐蚀钢筋机械性能的影响,通过使用三维激光扫描技术获得具有不同腐蚀程度的钢筋的三维几何模型,以及腐蚀坑的几何形状和参数。分析了。发现腐蚀坑可以用双曲线给出;因此,通过使用提出的数值分析模型分析和讨论了双曲线对腐蚀钢筋机械性能的影响,并通过钢筋与加工腐蚀坑的拉伸试验结果验证。在该模型中,假设腐蚀凹坑是轴对称的,并且使用了未划定的钢筋的实际应力 - 应变关系。发现腐蚀钢筋的标称强度的降低主要是由沿纵向轴线的横截面积的变化引起的,同时降低最终伸长率和产量平台的缩短主要是由应力集中产生的在腐蚀坑。

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