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Corrosion morphology of prestressing steel strands in naturally corroded PC beams

机译:预应力钢绞线在自然腐蚀PC梁中的腐蚀形态

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The geometric morphology of pits induced by corrosion has been investigated. To this aim, twenty-four seven-wire strands coming from 10 years old naturally corroded prestressed concrete beams have been analysed. The cross-sections of corroded strands were measured and examined in detail. The morphology of corrosion pits has been recorded by using a structured light 3D scanner and classified in terms of maximum pit depth, longitudinal dimension, and transversal width. Then, a new method for the approximate evaluation of the average pit depth of prestressing strands has been proposed. Finally, the pitting factor of the corroded samples has been calculated.(c) 2021 Elsevier Ltd. All rights reserved.
机译:研究了腐蚀诱导的凹坑的几何形态。 为此目的,已经分析了来自10岁自然腐蚀预应力混凝土梁的二十四条七线股。 测量腐蚀链的横截面并详细检查。 通过使用结构光3D扫描仪记录腐蚀凹坑的形态,并根据最大凹坑深度,纵向尺寸和横向宽度进行分类。 然后,提出了一种用于预应力股的平均凹坑深度的近似评估的新方法。 最后,已经计算了腐蚀样本的点蚀因素。(c)2021 elestvier有限公司保留所有权利。

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