Q690高强钢对接焊缝接头单调拉伸断裂性能研究

STUDY ON MONOTONIC TENSILE FRACTURE PERFORMANCE OF BUTT WELDED JOINTS WITH Q690 HIGH STRENGTH STEEL

  • 摘要: 为研究Q690高强钢对接焊缝接头单调拉伸断裂性能,首先针对焊接接头各区域进行了硬度测试试验,确定了对接接头的母材、焊接熔覆金属、焊接热影响区的硬度分布;然后,对高强钢焊接接头的各区域取样进行单调拉伸试验,研究母材、焊接熔覆金属、焊接热影响软化与硬化区在单调拉伸下的断裂性能。根据试验结果,标定了各区域材料的VGM和SMCS延性断裂模型参数,获得了各区域的断裂性能指标。比较不同区域的断裂性能指标发现:焊接热影响硬化区断裂性能指标相较母材有较大提升,而焊接热影响软化区相较母材则有较大降低;采用标定的VGM和SMCS延性断裂模型对母材、焊接熔覆金属、硬化区和软化区进行数值模拟,可以较好地预测单调拉伸下Q690高强钢对接焊缝接头的断裂性能。

     

    Abstract: In order to study the monotonic tensile fracture performance of Q690 high strength steel butt welded joint, the hardness test was carried out in each area of the welded joint, and the hardness distributions of base metal, weld metal and heat- affected zone were determined. Then monotonic tensile tests were carried out on samples of welded joints of high strength steel to study the fracture properties of base metal, weld metal, softened and hardened zones of heat-affected zone under monotonic tensile conditions. According to the test results, the parameters of VGM and SMCS ductile fracture models in each region were calibrated, and the fracture performance of each region was obtained. Comparing the fracture performance of different regions, it is found that the fracture performance index of the hardened zone is greatly improved compared with the base metal, while the softened zone is greatly decreased compared with the base metal. The numerical simulation of base metal, weld metal, hardened zone and softened zone with calibrated VGM and SMCS ductile fracture models can well predict the fracture performance of Q690 high strength steel butt welded joints under monotonic tension.

     

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