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2级钛和5级钛合金电阻点焊搭接接头的数值与实验分析

Numerical and Experimental Analysis of Lap Joints Made of Grade 2 Titanium and Grade 5 Titanium Alloy by Resistance Spot Welding.

作者信息

Piotr Lacki, Judyta Niemiro-Maźniak

机构信息

Faculty of Civil Engineering, Czestochowa University of Technology, 69 Dabrowskiego St., 42-201 Czestochowa, Poland.

出版信息

Materials (Basel). 2023 Mar 1;16(5):2038. doi: 10.3390/ma16052038.

Abstract

The paper presents the evaluation of the load capacity of lap joints and the distribution of plastic deformations. The influence of the number and arrangement of welds on the load capacity of the joints and the method of their failure was investigated. The joints were made using resistance spot welding technology (RSW). Two combinations of joined titanium sheets were analyzed: Grade 2-Grade 5 and Grade 5-Grade 5. Non-destructive and destructive tests were carried out in order to verify the correctness of the welds within the given parameters. All types of joints were subjected to a uniaxial tensile test on a tensile testing machine, using digital image correlation and tracking (DIC). The results of the experimental tests of the lap joints were compared with the results of a numerical analysis. The numerical analysis was performed using the ADINA System 9.7.2 and was based on the finite element method (FEM). The conducted tests showed that the initiation of cracks in the lap joints occurred in the place as the maximum plastic deformations. This was determined numerically and confirmed experimentally. The number of welds and their arrangement in the joint affected the load capacity of the joints. Depending on their arrangement, Gr2-Gr5 joints with two welds reached from approximately 149 to 152% of the load capacity of joints with a single weld. The load capacity of the Gr5-Gr5 joints with two welds ranged from approximately 176 to 180% of the load capacity of joints with a single weld. Observations of the microstructure of RSW welds in the joints did not show any defects or cracks. The microhardness test in the Gr2-Gr5 joint showed that the average hardness of the weld nugget decreased by approximately 10-23% when compared to a Grade 5 titanium alloy and increased by approximately 59-92% compared to Grade 2 titanium.

摘要

本文介绍了搭接接头承载能力的评估以及塑性变形的分布情况。研究了焊缝数量和布置对接头承载能力及其失效方式的影响。接头采用电阻点焊技术(RSW)制作。分析了两种连接钛板的组合:2级-5级和5级-5级。为了验证给定参数范围内焊缝的正确性,进行了无损和破坏性试验。所有类型的接头都在拉伸试验机上进行了单轴拉伸试验,采用数字图像相关和跟踪(DIC)技术。将搭接接头的实验测试结果与数值分析结果进行了比较。数值分析使用ADINA System 9.7.2进行,基于有限元方法(FEM)。进行的试验表明,搭接接头中的裂纹起始于最大塑性变形处。这是通过数值确定并经实验证实的。接头中焊缝的数量及其布置对接头的承载能力有影响。根据其布置情况,有两条焊缝的Gr2-Gr5接头的承载能力达到了单条焊缝接头承载能力的约149%至152%。有两条焊缝的Gr5-Gr5接头的承载能力范围为单条焊缝接头承载能力的约176%至180%。对接头中RSW焊缝微观结构的观察未发现任何缺陷或裂纹。Gr2-Gr5接头的显微硬度测试表明,与5级钛合金相比,焊缝熔核的平均硬度降低了约10%-23%,与2级钛相比增加了约59%-92%。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/7e2b/10004263/e62ebff7c3f7/materials-16-02038-g001.jpg

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