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Restraint Conditions and Welding Residual Stresses in Self-Restrained Cold Cracking Tests

机译:克制条件和焊接自舒布冷裂纹试验中的残余应力

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In the last decade, high-strength fine grained steels and welding consumables have gained a strong raise of application ranging from mobile cranes to bridge constructions. However, the cracking susceptibility of these steels increases significantly in correspondence with the achieved improvements in yield strength and the loss in plastic deformation reserves. In order to determine this behavior a series of different standardized cold cracking tests has been developed. One remaining major problem of these tests is the uncertainty about the quantitative intensity of the restraint conditions as well as the corresponding welding residual stresses. Consequently, the comparison of different tests and welding conditions as well as the transferability of the results onto real parts is difficult at best. The main topic of this paper is the analysis of the restraint conditions and their link with the welding induced residual stresses. The importance of the given standardized selfrestrained tests and first results about the transferability of results onto real parts are discussed. The influence of the test specimen geometry on the restraint conditions of the test is investigated for a selected test with numerical simulation using commercial FEA software. Additionally, the residual stresses caused by the welding process are measured and linked with the restraint conditions which are defined mainly by the geometry parameters. Finally the transferability of the selected cold cracking test results is validated experimentally. The test results of a multilayer weld on high-strength fine grained steel of real size weldments are investigated. For these experiments a 16 MN large scale testing facility is used which is capable of applying the high reaction forces and clamping conditions found at large scale demonstrator parts. The results show the importance of the quantitative knowledge of the restraint conditions and the welding residual stresses on the cold cracking resistance.
机译:在过去的十年中,高强度细粒钢和焊接耗材已经获得了强大的应用,从移动起重机到桥梁结构。然而,这些钢的裂缝敏感性与对应于屈服强度的改进和塑性变形储备的损失的改进相应地增加了显着增加。为了确定这种行为,已经开发了一系列不同的标准化冷裂纹测试。这些测试的一个主要问题是关于约束条件的定量强度以及相应的焊接残余应力的不确定性。因此,最多难以实现不同测试和焊接条件的比较以及结果对实际部件的可转移性。本文的主题是对克制条件的分析及其与焊接诱导的残余应力的联系。讨论了给定标准化的自信测试的重要性以及关于结果转移到实际部分的可转移性的结果。试样几何对试验对试验约束条件的影响,采用商业FEA软件进行了数值模拟的选定测试。另外,由焊接过程引起的残余应力测量并与主要由几何参数主要定义的约束条件。最后,通过实验验证所选冷裂化试验结果的可转移性。研究了多层焊缝的实际尺寸焊接高强度细粒钢的测试结果。对于这些实验,使用16 MN的大规模测试设施,其能够施加大规模示范器部件的高反作用力和夹紧条件。结果表明了对抑制条件的定量知识和焊接残余应力对冷裂化抗性的重要性。

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