高强度mars600钢角焊缝用不锈钢耗材电极的振动疲劳试验方法

I. Men', Dmitry Naroditsky
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引用次数: 0

摘要

高强度钢在汽车、国防和建筑行业焊接结构设计中的应用不断增加。这类结构的长期使用需要对焊接接头疲劳有深刻的认识,并需要开发可靠可行的寿命估算方法。常规的疲劳试验方法往往需要成本高昂、维护费用昂贵、设备承载能力高的设备。它们通常也受限于特定的试样几何形状,并且由于每次测试设置单个试样的限制而耗费时间。本文介绍了一种快速、简单、高效的共振疲劳测试(RFT)方法对高强度MARS 600焊接钢进行高周疲劳(HCF)测试。试样是一个简单的悬臂角焊接到基板使用奥氏体不锈钢307L消耗性电极。电动激振器在恒定工作频率下进行谐波基振。焊接在共同底座上的几个试样同时进行测试,允许在相对较短的时间内完成大量的循环和统计。提出了一种实验、有限元分析、数值计算和解析计算相结合的实用研究方法。采用断裂力学方法进行疲劳寿命评估。裂纹扩展计算基于Paris - Erdogan定律。裂纹扩展导致结构完整性降低,导致固有频率和传递率降低。通过开放裂纹有限元模型评估增益变化,并将其集成到裂纹扩展算法中。不需要在整个测试过程中保持恒定增益的共振搜索、跟踪和驻留模块(RSTD)。构造了疲劳寿命维勒(SN)曲线。通常提供直接加载(拉应力)和不同应力比(R)值的标准焊接疲劳数据。需要对平均应力和载荷应用进行修正。电流完全反转(R = -1),间接加载(弯曲应力)测试结果可以很容易地应用于随机振动疲劳分析后处理。与标准设计曲线相比,实际疲劳寿命结果较高,表明所检测试件的制造焊接工艺是正确的。本程序对研究和工业焊接工艺试验、优化和鉴定具有重要意义。
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Vibration Fatigue Testing Procedure of High Strength MARS 600 Steel Fillet Welds Using Stainless Steel Consumable Electrode
Implementation of high strength steels in welded structural designs in the automotive, defence and construction industries is constantly increasing. Prolonged usage of such structures requires deep understanding of welded joint fatigue as well as a reliable and feasible life estimation methods development. Conventional fatigue testing methods often require costly, expensive in maintenance, high loading capacity equipment. They are also commonly restricted to specific specimen geometry and are time consuming due to the limit of a single specimen per test setup. This work presents high cycle fatigue (HCF) testing of high strength MARS 600 welded steel using a quick, simple and efficient resonance fatigue testing (RFT) method. The specimen is a simple cantilever fillet welded to a base plate using austenitic stainless steel 307L consumable electrode. Electrodynamic shaker is used for harmonic base excitation at a constant operating frequency. Several specimens welded to the common base are tested simultaneously, allowing completion of a high number of cycles and statistics in a relatively short time period. A hybrid, practical research approach combining experimental, finite element analysis (FEA), numerical and analytical calculations is presented. Fracture mechanics approach for fatigue life assessment is implemented. Crack growth calculation is based on the Paris - Erdogan law. Reduction in structural integrity due to crack propagation causes a reduction in natural frequency and transmissibility. The change in gain is evaluated via the open crack FEA model and integrated into the crack propagation algorithm. Resonance search, track and dwell module (RSTD) for maintaining constant gain throughout the test is not required. Fatigue life Wohler (SN) curve is constructed. Standard weld fatigue data is often provided for direct loading (tensile stress) and for different stress ratio (R) values. Corrections for mean stress and loading application are required. Current fully reversed (R = -1), indirect loading (bending stress) test results may be readily applied for random vibration fatigue analyses post processing. As expected, actual fatigue life results are higher compared to standard design curves, implying correctness of the manufacturing welding process of examined specimens. The presented procedure is of interest for research as well as for industrial welding processes testing, optimization and qualification.
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