为研究海洋浪溅区环境下高强钢及焊缝连接的腐蚀形貌特征和时变效应，通过微观扫描测试Q690高强钢及焊缝连接表面粗糙度参数，得到表面峰最大高度（S_p）、表面谷最大深度（S_v）、表面轮廓偏斜度（S_sk）及表面轮廓峭度（S_ku）随腐蚀时间的演化规律，并进行回归分析与对比.结果表明：通过分析粗糙度参数随腐蚀时间的变化过程，以及对比Q690高强钢母材与焊缝连接扫描区域的差异性，能准确地判断其腐蚀程度及特征，从而为海洋环境下国产高强钢损伤评估提供新的途径.

The surface roughness parameters of Q690 high strength steel and weld joint specimens were assessed through microscopic scanning tests to investigate the dynamic changes in corrosion morphology characteristics of high strength steel（HSS） within the ocean splash zone corrosive environment. These investigations encompassed the analysis of parameters such as the maximum height of surface peaks S_p， the maximum depth of surface valleys S_v， the skewness of surface profiles S_sk， and the kurtosis of surface profiles S_ku over varying periods of corrosion. Power function regression analyses and comparative assessments were conducted for each of these parameters. The results indicate that considering the differences in the scanning area of base material and weld joint of Q690 high strength steel， the corrosion degrees and characteristics can be accurately determined by analyzing the variation process of roughness parameters with corrosion time， so as to provide a new approach for damage assessment of domestically produced high strength steel in marine environments.

TU511.3

国家自然科学基金资助项目（52008094）；江苏省自然科学基金资助项目（SBK2020040）；江苏省研究生科研与实践创新计划项目（KYCX23_0273，KYCX24_0367）；中央高校基本科研业务费专项资金资助项目（2242024k30065）