首页> 外文会议>ASME(American Society of Mechanical Engineers) Pressure Vessels and Piping Conference 2007 >RESIDUAL STRESS IMPROVEMENT IN REPAIR WELDED PLATES USING WATER-SHOWER COOLING DURING WELDING PROCESS
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RESIDUAL STRESS IMPROVEMENT IN REPAIR WELDED PLATES USING WATER-SHOWER COOLING DURING WELDING PROCESS

机译:焊接过程中采用喷水冷却的补焊板残余应力改进

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To reduce tensile residual stress at a repair-welded area, a method that applies water-shower cooling behind a torch was developed. The width of the repair-welded area in this study was 27 mm, while the maximum width of welded areas in previous studies was 18 mm. To examine how much the welding method reduced residual stress at large-width welds, we first applied the method to multipass bead on plate specimens. The first layer consisted of a five-pass bead. A single large-width weld pass was applied with water-shower cooling. To cover the five-pass bead on plate area with a large-width weld, the torch was moved in a weaving motion. Residual stresses were measured. The measurements showed that tensile stresses remained in the five-pass bead on plate specimen. The tensile residual stresses were improved to compressive when our welding method was applied at the large-width weld pass. Then, we applied our method to a repair-welded specimen. The specimen was a butt-welded joint with an X-shaped groove. Repair welding was performed around the boundary of the welded area. A single large-width weld pass with water-shower cooling was applied at the surface. Residual stresses were measured. The measurements showed that tensile stresses remained on the surface of the X-shaped groove welding. Tensile residual stresses increased around the repair-welded area. When our welding method was applied, residual stresses were improved to compressive. Therefore, our welding method can reduce tensile stress in a repair-welded plate.
机译:为了减少修补焊接区域的拉伸残余应力,开发了一种在割炬后进行喷水冷却的方法。在本研究中,修补焊接区的宽度为27毫米,而在以前的研究中,焊接区的最大宽度为18毫米。为了检查焊接方法在大宽度焊缝上减少了多少残余应力,我们首先将该方法应用于板试样上的多道焊道。第一层由五遍珠子组成。一次大宽度焊接道次采用水淋冷却。为了用宽焊缝覆盖平板区域上的五道焊缝,割炬以编织动作移动。测量残余应力。测量结果表明,拉伸应力保留在平板试样的五道焊道中。当我们的焊接方法应用于大宽度焊道时,拉伸残余应力被提高到压缩应力。然后,我们将我们的方法应用于修复焊接的样品。标本是带有X形凹槽的对接焊缝。在焊接区域的边界附近进行修复焊接。在表面上进行了带有喷水冷却的单道宽焊道。测量残余应力。测量结果表明,拉应力保留在X形坡口焊接的表面上。修补焊接区域周围的拉伸残余应力增加。当采用我们的焊接方法时,残余应力会提高到压缩状态。因此,我们的焊接方法可以减少修补焊接板上的拉应力。

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