模拟酸雨腐蚀钢绞线蚀坑几何尺寸分布规律
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许开成(1973—),男,教授,博士,研究方向为预应力混凝土结构耐久性。E-mail:xkcxj@ecjtu.edu.cn。

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U24

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国家自然科学基金项目(51968021);江西省自然科学基金项目(20202BAB204031);江西省交通运输厅科技项目(2019Q0025)


Distribution Characteristics of Pits Size of Steel Strands Corroded by Simulated Acid Rain
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    摘要:

    为了探讨预应力混凝土钢绞线在模拟酸雨腐蚀下蚀坑的几何尺寸分布规律,从模拟酸雨溶液浸泡腐蚀的梁中取得腐蚀钢绞线试样,计算腐蚀率并对蚀坑形状进行观察和分类,然后在蚀坑分布集中处截取 4 段长 80 cm 的钢绞线,计算蚀坑密度并统计蚀坑长度、宽度与深度。 结果表明:蚀坑形状可分为椭球形、马鞍形和棱锥形;蚀坑密度随腐蚀率增大而增大,而其相对增长率减小;蚀坑长度不服从正态分布,深度服从对数正态分布,宽度只是近似服从对数正态分布;蚀坑几何尺寸的整体分布特征是相对短、窄、中深的蚀坑分布较多,而长、宽、深或者长、宽、浅的蚀坑分布相对较少;蚀坑长度和深度有明显的分形特征,而蚀坑宽度无明显的分形特征;随着腐蚀率的增大,各蚀坑的几何尺寸逐渐趋于一致,蚀坑坑长多分布在较小值附近,坑深多分布在中值附近,坑宽多分布在较小值和中值。

    Abstract:

    With the corroded steel strands from prestress concrete beams contaminated by simulated acid rain, the corrosion rate of the steel strands was calculated and the configuration of the pits were surveyed and classified. Then, with 4 samples of 80 cm long steel strand intercepted at the distribution central areas of the pits, the density, length, width and depth of the pits were obtained to explore the distribution characteristics of size of pits on steel strands corroded by simulated acid rain. The results reveal that the configuration of the pits can be classified as ellipsoid, saddle and pyramid. With the corrosion rates increasing, the pits become denser but its relative increase rates declined. The length is not subject to normal distribution but to lognormal distribution as the depth, and the width approximately is subject to lognormal distribution. The overall distribution characteristics of the pits size are short and narrow and moderate deep, whose length and depth have obvious fractal characteristics, with no obvious fractal characteristics for the width of pits. As the corrosion rates increase, the configuration of all pits trend to approach. The length is found at the relative minor values and the width is found at the relative moderate values, however, the depth is found between the relative minor value and moderate value.

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许开成,陈锐,彭爱红,黄文意,曹艳明.模拟酸雨腐蚀钢绞线蚀坑几何尺寸分布规律[J].华东交通大学学报,2021,38(2):22-28.

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  • 在线发布日期: 2021-06-18
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