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Q420qENH钢及其焊接接头在模拟含PM_(2.5)的工业大气介质中干湿循环腐蚀行为研究
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作者 张利帅 郭铁明 +5 位作者 武维宏 胡焱文 刘晓倩 南雪丽 周贵易 易维斌 《表面技术》 EI CAS CSCD 北大核心 2024年第2期97-109,共13页
目的 研究桥梁耐候钢板材及其焊接接头在模拟含PM_(2.5)的西北工业大气环境中腐蚀行为的区别。方法 采用NaHSO_(3)+SiO_(2)的腐蚀介质进行干湿交替加速腐蚀实验,并采用腐蚀动力学、X射线衍射、扫描电镜+能谱、电化学测试等方法,分析了Q4... 目的 研究桥梁耐候钢板材及其焊接接头在模拟含PM_(2.5)的西北工业大气环境中腐蚀行为的区别。方法 采用NaHSO_(3)+SiO_(2)的腐蚀介质进行干湿交替加速腐蚀实验,并采用腐蚀动力学、X射线衍射、扫描电镜+能谱、电化学测试等方法,分析了Q420qENH钢板材、焊缝及热影响区试样的腐蚀趋势、腐蚀类型及锈层的保护性,以及SiO_(2)对腐蚀的影响。结果 Q420qENH板材试样初期腐蚀速率大于焊接试样,中后期2种试样腐蚀速率逐渐下降并趋于一致。3种试样腐蚀类型均为不均匀的全面腐蚀,外锈层均疏松易脱落,但焊缝、热影响区内锈层比板材致密且与钢基体结合紧密,锈层中Cu、Ni元素含量明显高于板材试样。3种试样腐蚀30d的自腐蚀电流密度由大到小的顺序为板材>焊缝>热影响区,自腐蚀电位由大到小的顺序为热影响区>焊缝>板材,焊缝及热影响区试样的锈层电阻分别为板材试样的1.28倍、1.68倍。结论 PM_(2.5)中的主要成分SiO_(2)易在缺陷处沉积,成为腐蚀产物的形核基底,促进了腐蚀产物的非均匀形核,不利于锈层的致密性。热影响区和焊缝形成锈层的保护性、耐蚀性能优于板材试样。 展开更多
关键词 q420qe桥梁耐候钢 焊接接头 西北工业大气环境 PM_(2.5) SiO_(2) 干湿循环腐蚀
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Hot deformation behavior and constitutive relationship of Q420qE steel 被引量:2
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作者 禹宝军 关小军 +3 位作者 王丽君 赵健 刘千千 曹宇 《Journal of Central South University》 SCIE EI CAS 2011年第1期36-41,共6页
Isothermal compression tests at temperatures from 1 273 to l 423 K and strain rates from 0.1 to 10 s-q were carried out to investigate the flow behaviors of Q420qE steel. Stress-strain data collected from the tests we... Isothermal compression tests at temperatures from 1 273 to l 423 K and strain rates from 0.1 to 10 s-q were carried out to investigate the flow behaviors of Q420qE steel. Stress-strain data collected from the tests were employed to establish the constitutive equation, in which the influence of strain was incorporated by considering the effect of strain on material constants Q, n, a, and lnA. The results show that the flow stress curves are dependent on the strain, strain rate and deformation temperature. They display typical dynamic recrystallization behavior and consist of three stages, i.e., hardening stage, softening stage and steady stage. The flow stress decreases with increasing the deformation temperature and decreasing the strain rate. In addition, the flow stress data predicted by the proposed constitutive model agree well with the corresponding experimental results, and the correlation coefficient and the average absolute relative error between them are 0.990 3 and 3.686%, respectively. 展开更多
关键词 q420qe bridge steel hot compression flow stress strain dependent constitutive equation
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