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Effects of Strain Rate on Stress Corrosion of S355 Steel in 3.5% NaCl Solutions
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作者 金亦富 SHENG Tianyuan +3 位作者 KONG Weicheng ZHANG Ruihong WANG Wenchang 孔德军 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2016年第6期1381-1386,共6页
The stress corrosion of S355 steel in 3.5% NaCl solution under the different strain rates was analyzed with the slow strain rate test(SSRT), the stress corrosion cracking(SCC) behaviors of S355 steel under the dif... The stress corrosion of S355 steel in 3.5% NaCl solution under the different strain rates was analyzed with the slow strain rate test(SSRT), the stress corrosion cracking(SCC) behaviors of S355 steel under the different strain rates in the solution were investigated, and the fracture morphologies and compositions of corrosion products under the different strain rates were analyzed with scanning electron microscopy(SEM) and energy dispersive spectrometerry(EDS), respectively. The experimental results show that the SCC sensitivity index is the highest when the strain rate is 2×10-6, and the medium corrosion is the main reason resulting in the highest SCC sensitivity index. The SCC sensitivity index is the least when the strain rate is 5×10-6, and the stress is the main reason resulting in the stress corrosion. The SCC sensitivity index is the middle when the strain rate is 9×10-6, the interaction of stress and medium is the stress corrosion fracture mechanism. 展开更多
关键词 strain rate slow strain rate test s355 steel stress corrosion fracture morphology
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Enhanced Fatigue Property of Welded S355J2W Steel by Forming a Gradient Nanostructured Surface Layer 被引量:2
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作者 Lu An Yan-Tao Sun +1 位作者 Shan-Ping Lu Zhen-Bo Wang 《Acta Metallurgica Sinica(English Letters)》 SCIE EI CAS CSCD 2020年第9期1252-1258,共7页
Welded joints are usually characterized by microstructural and compositional inhomogeneities, which may significantly degrade their fatigue properties and result in unpredictable failures. The present work demonstrate... Welded joints are usually characterized by microstructural and compositional inhomogeneities, which may significantly degrade their fatigue properties and result in unpredictable failures. The present work demonstrates a novel and simple method to effectively optimize the microstructure in the surface layer and promote the fatigue properties of welded specimens. By a recently developed approach—surface mechanical rolling treatment(SMRT), a gradient nanostructured surface layer is formed on welded S355 J2 W steel specimens. The mean grain size is refined to nanometer scale, and the hardness is significantly enhanced in the SMRT surface layer. Independent of the initially inhomogeneous microstructure and hardness distributions, the microstructure and hardness distributions in the surface layers are comparable on different zones of a welded specimen after SMRT with the same procedure. Consequently, fatigue property of the SMRT specimens is significantly enhanced relative to that of the as-welded specimens within the high cycle fatigue regime. 展开更多
关键词 Gradient nanostructured surface mechanical rolling treatment s355J2W steel WELDED Fatigue
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大厚板高强钢补焊横向裂纹试验及产生机理 被引量:11
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作者 张华军 陆汉忠 +1 位作者 沈大明 蔡春波 《焊接学报》 EI CAS CSCD 北大核心 2011年第4期75-78,117,共4页
大厚板高强钢构件补焊易产生横向冷裂纹,为了探究其补焊横向裂纹的产生原因,设计了一种小窗口两端加强约束裂纹试验方法来模拟现场施工情况,预制出补焊的横向裂纹.通过金相观察和微观硬度测.试结果表明,在补焊区域出现较大横向裂纹,裂... 大厚板高强钢构件补焊易产生横向冷裂纹,为了探究其补焊横向裂纹的产生原因,设计了一种小窗口两端加强约束裂纹试验方法来模拟现场施工情况,预制出补焊的横向裂纹.通过金相观察和微观硬度测.试结果表明,在补焊区域出现较大横向裂纹,裂纹面与焊接方向呈45°,这主要是由于氢含量过高和拘束应力过大而引起的氢致裂纹,并在补焊底部熔合区出现很多的微裂纹,其裂纹面与焊接方向垂直,这主要是由于淬硬组织导致的冷裂纹. 展开更多
关键词 补焊 横向裂纹 s355高强钢 拘束裂纹试验 锯齿形裂纹
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高速列车TC4钛合金焊接构架强度及寿命评估 被引量:6
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作者 习文顺 任鑫焱 +4 位作者 张金元 郭峰 吴圣川 李忠文 韩晓辉 《焊接学报》 EI CAS CSCD 北大核心 2022年第5期29-35,I0005,共8页
对TC4钛合金进行TIG电弧焊接试验,获取了TC4钛合金母材和焊接接头的硬度分布、基本力学和高周疲劳性能;建立含有假轴的钛合金焊接构架有限元仿真模型,分别校核了新型TC4钛合金和现役S355耐候钢构架的静强度和疲劳强度;基于实测疲劳载荷... 对TC4钛合金进行TIG电弧焊接试验,获取了TC4钛合金母材和焊接接头的硬度分布、基本力学和高周疲劳性能;建立含有假轴的钛合金焊接构架有限元仿真模型,分别校核了新型TC4钛合金和现役S355耐候钢构架的静强度和疲劳强度;基于实测疲劳载荷谱和线性Miner疲劳累积损伤理论,分别评估了TC4钛合金和S355耐候钢构架的疲劳寿命.结果表明,钛合金和耐候钢构架的最小静强度安全系数分别为2.8和1.5,均大于安全系数阈值,满足设计要求;此外,钛合金和耐候钢构架临界安全部位均位于修正Goodman疲劳极限图的包络范围之内,满足设计要求,且TC4钛合金Goodman疲劳极限图的包络空间远大于S355耐候钢.在典型8级载荷谱下,若以年运营30×10^(7) m估计,构架各关键部位均满足服役寿命35年的设计要求,且TC4钛合金构架估算年限约为S355耐候钢构架的2倍.研究结果为更高速度和更高安全等级转向架构架的强度及结构设计提供科学依据. 展开更多
关键词 焊接构架 s355耐候钢 疲劳强度 疲劳寿命 高速列车
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