Thermal Stresses Developed In High-strength Steels Subjected To Thermal Cycles Simulating Weld Heat-affected Zone

K. Satoh, S. Matsui, T. Machida
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引用次数: 31

Abstract

Residual stress less than tensile yield stress of the material is obtained for usual groove welds of high-strength steels (See Fig. 1). In the present research attention was focused on the difference in thermal stress cycle between mild steel and high-strength steel welds. Experiments were made in such manner that a round bar specimen (Fig. 3) set in a rigid frame (Fig.2) was subjected to a thermal cycle simulating weld heat-affected zone. The thermal cycle was given by high frequency induction heating and air-cooling or controled-cooling. Thermal stress developed in the specimen was measured by a load-cell (capacity 2 tons) connected to the specimen. A mild steel and HY-80 steel were used for the experiments (See Table 1.)Thermal cycles measured at several points on the specimen are shown in Figs. 4 and 5. Free expan-sions as shown in Figs. 6 and 7 were obtained between end chucks of the specimen during thermal cycles. Uniform temperature distribution along parallel part of the specimen was not expected because of high frequency induction heating. Peculiar shape of the free expansion curves is obtained as the result of nonuniform temperature distribution (See Fig. 8.).Figs. 9 thru 11 show thermal stress cycles plotted for surface temperature at the center of the specimen. It was found that factors by which residual stress is lowered are the decrease in Ar transformation temperature range over which yield stress of the material is rather small and the increase in expansion during the transformation. Therefore, rapid cooling from higher temperature than Ac1 point lowers residual stress level in high yield-strength steel welds (See Fig. 12).Degree of restraint for the rigid frame used was investigated by an analogical system shown in Fig. 13. The restraint was about one-third as large as a bar with uniform temperature fixed at the ends.
高强度钢在模拟焊接热影响区的热循环下产生的热应力
高强钢一般坡口焊缝的残余应力小于材料的拉屈服应力(见图1)。本研究主要关注低碳钢与高强钢焊缝热应力循环的差异。将圆杆试件(图3)置于刚性框架(图2)中,进行模拟焊接热影响区的热循环试验。热循环采用高频感应加热和风冷或控制冷却。通过连接到试样上的负载传感器(容量2吨)测量试样中产生的热应力。实验采用低碳钢和HY-80钢(见表1)。在试样上几个点测量的热循环如图4和图5所示。在热循环过程中,试样两端卡盘之间的自由膨胀如图6和7所示。由于高频感应加热,试样平行部分的温度分布不均匀。由于温度分布不均匀,导致自由膨胀曲线形状奇特(见图8)。图9至11显示了试样中心表面温度的热应力循环。结果表明,降低残余应力的主要因素是减小相变温度范围(该温度范围内材料的屈服应力较小)和增大相变过程中的膨胀。因此,在高于Ac1点的温度下快速冷却可以降低高屈服强度钢焊缝的残余应力水平(见图12)。所使用的刚性框架的约束程度由图13所示的类比系统进行了研究。约束的大小约为棒材的三分之一,两端固定均匀温度。
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