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桥梁钢结构低合金钢焊接裂纹缺陷定量检测研究

宋改芳

金属加工(热加工)Issue(6):39-45,7.
金属加工(热加工)Issue(6):39-45,7.

桥梁钢结构低合金钢焊接裂纹缺陷定量检测研究

Quantitative detection of welding crack defects in low alloy steel for steel structure bridges

宋改芳1

作者信息

  • 1. 临汾市政府工程建设服务中心 山西临汾 041000
  • 折叠

摘要

Abstract

Low alloy steel welding cracks in steel structure bridges are often hidden inside or below the surface of the weld seam,and their complex and diverse shapes make it difficult to comprehensively and accurately identify and locate these hidden crack defects,thus making it impossible to achieve effective quantitative detection of welding crack defects.Therefore,a quantitative detection study on welding crack defects in low-alloy steel for steel structure bridges is proposed.Based on laser ultrasound technology combined with B-scan imaging technology,low-alloy steel welding crack images of steel structure bridges are obtained.Then,a multimodal feature fusion algorithm is used to extract the ROI region of crack defect images,in order to reduce false detections and hidden crack defect omissions.Based on the extracted crack defect target area,effective extraction of crack edges is carried out.According to the extracted crack edge curve,the depth,width,and other dimensions of the crack are obtained to achieve quantitative detection of crack defects.The results show that using this method for quantitative detection of welding crack defects in low-alloy steel has high detection accuracy and good results.

关键词

钢结构桥梁/低合金钢焊接位置/裂纹缺陷/定量检测方法/特征点提取

Key words

steel structure bridge/welding position of low alloy steel/crack defects/quantitative detection methods/feature point extraction

引用本文复制引用

宋改芳..桥梁钢结构低合金钢焊接裂纹缺陷定量检测研究[J].金属加工(热加工),2025,(6):39-45,7.

金属加工(热加工)

1674-165X

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