不同温度下焊接残余应力对含裂纹管道断裂行为的影响

Effect of welding residual stress on fracture behavior of pipes with cracks at different temperatures

  • 摘要:
    目的 文中旨在研究不同温度下焊接残余应力对含裂纹P91钢蒸汽管道断裂行为的影响机制,通过数值模拟和试验验证,评估焊接残余应力对管道完整性和安全运行的潜在威胁。
    方法 通过CT试样试验验证了有限元模型的可靠性,建立了P91钢蒸汽管道的含裂纹焊接模型,并采用生死单元技术模拟焊接过程,运用热传递模块计算焊接过程温度场,通过热力耦合得出了焊接应力场的分布模式。
    结果 焊接残余应力在焊接完成后沿焊缝中心对称分布,沿轴向方向朝两端递减,在管道厚度方向上,从内层到外层呈现波浪状的增减的分布规律,其中周向应力的数值最大。当管道中引入初始裂纹后,裂纹尖端区域产生了明显的应力集中现象,其中裂纹中心部分呈现拉应力,而裂纹两端呈现压应力。远离裂纹尖端韧带部分,焊接残余应力几乎不受裂纹引入的影响。随着温度的升高,焊接残余应力逐渐降低,并且不同温度下的焊接残余应力的分布规律保持相似。焊接残余应力显著降低了P91管道的启裂内压,并且随着温度的升高,降低比例逐渐增大,在800 ℃时,焊接残余应力单独作用即可导致裂纹启裂。焊接残余应力对管道启裂过程中的应力分布具有重要影响,沿管道厚度方向,周向应力在裂纹尖端位置迅速上升,并在一段距离达到最大值,沿管道裂纹尖端方向,裂纹中心附近应力均趋于稳定,然后迅速下降,在裂纹末端趋于平稳,并且在较高温度时裂纹末端可能会转变为压应力。
    结论 焊接残余应力降低了P91钢管道的启裂内压,随着温度升高降低比例越大,焊接残余应力促进了裂纹中心的启裂,抑制了裂纹两端的启裂,焊接残余应力还降低了启裂时裂尖所需应力,增大了裂纹区域的应力梯度,导致不同温度下裂纹区域的应力分布和启裂位置有所不同。

     

    Abstract: Objective This work aims to investigate the influence mechanism of welding residual stresses on the fracture behavior of cracked P91 steel steam pipelines at different temperatures. Through numerical simulations and experimental verifications, the potential threats of welding residual stresses to pipeline integrity and safe operation are evaluated. Methods The reliability of the finite element model was validated through CT specimen tests. A cracked welded model of the P91 steel steam pipeline was established, and the welding process was simulated using the birth-and-death element technique. The heat transfer module was employed to calculate the temperature field during the welding process. The distribution model of welding stress field was obtained through the thermal mechanical coupling. Results After welding, welding residual stresses were symmetrically distributed along the weld center, decreasing towards both ends along the axial direction. In the thickness direction of the pipeline, they initially increased from the inner layer to the outer layer, then decreased, and finally increased again, with the circumferential stress being the highest and the radial stress the lowest. Upon introducing an initial crack into the pipeline, significant stress concentration occurred at the crack tip region, where tensile stress was observed at the crack center and compressive stress at the crack ends. In the ligament area far from the crack tip, welding residual stresses were barely affected by the crack introduction. As the temperature rose, welding residual stresses gradually decreased, while their distribution patterns remained similar at different temperatures. Welding residual stresses significantly reduced the initiation internal pressure of the P91 pipeline, and the reduction ratio gradually increased with temperature. At 800 ℃, welding residual stresses alone could lead to crack initiation. Welding residual stresses had a significant impact on the stress distribution during crack initiation in the pipeline. Along the thickness direction, the circumferential stress rapidly increased at the crack tip position, reaching a maximum value over a short distance. Along the crack tip direction, the stress near the crack center stabilized and then rapidly decreased, tending to stabilize at the crack end, which might transform into compressive stress at higher temperatures. Conclusion Welding residual stresses reduce the initiation internal pressure of P91 steel pipelines, with a larger reduction ratio at higher temperatures. They facilitate crack initiation at the crack center but inhibit it at the crack ends. Additionally, welding residual stresses decrease the stress required for crack tip initiation, increase the stress gradient in the crack area, and lead to different stress distributions and crack initiation locations in the crack area at various temperatures.

     

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