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Method for measuring residual stresses in metal at pipe welds

机译:在管焊缝中测量金属残余应力的方法

摘要

The present invention is in the field of non-destructive testing of construction materials, and it is possible to check the residual voltage at the longitudinal and girth welding sites. Alternatively, it is possible to evaluate the pipe welding quality based on the residual voltage level, and to check the input parameters to calculate the pipe strength. The technical result of the present invention provides the possibility of separately checking horizontal and vertical residual stresses. In that case, the stress is measured in the area where the maximum value is reached at the weld. According to the first option, the technical result of the present invention is provided as a method for determining residual stress in the metal pipe weld area. According to this method, the transverse and longitudinal polarized transverse and longitudinal wave propagation times of the pipe axis are measured by the ultrasonic echo method in the pipe research area, and the stress state characteristics of the welded area are found according to the results. According to this solution for a particular pipe type, the balancing section is pre-determined through computational modeling so that the balancing ring stress in the main area metal in the balancing section is minimized. Alternatively, the value of the balance factor is equal to the relationship between the maximum elongated membrane ring residual stress at the weld site and the minimum compressive membrane ring residual stress at the main region metal surface. At the same time, before welding, the initial value of the transverse transmission time of the transverse wave polarization of the pipe axis is measured in the balancing section. Measure the actual times of transverse and longitudinal transmission of the same transverse and longitudinal waves using the negative elastic equation for biaxial stresses at the same measurement point after welding: where t 01 , t 02 , and t 03 are the basic values and t 1 , t 2 , and t 3 are the actual values of transverse and longitudinally polarized transverse and longitudinal transmission times along the generating pipe. Thus, К 1 and К 2 are elastic acoustic couplings. Determine the membrane longitudinal and ring stress values and deflection sections for each measurement section. Using the bending part, determine the longitudinal and ring local residual stress values of the weld site, taking into account the membrane stress equilibrium principle and the equilibrium coefficient. The technical result according to the second option is to measure the volume wave transmission time through the ultrasonic echo method of the residual stress in the pipe welding area made of acoustic isotropic metal in the research area. or to characterize the residual stress state of the weld area according to the result. For the pipe type defined by the present invention, computational modeling is used to determine the balance section position. In the balance section, the equilibrium ring stress achieves a minimum value and a value of individual acoustic anisotropy, and the equilibrium coefficient value is equal to the relationship between the maximum ring membrane tensile stress and the minimum compressive membrane stress of the weld site metal. Measure the actual value of the transverse and longitudinally polarized transverse wave transmission time along the pipe axis in the balanced section after welding. According to the result, find the indicated difference value of each measurement point for the difference of longitudinal and ring membrane stress using the negative elastic equation below. where a 0 is the individual acoustic anisotropy of the main metal, and D is the elastic acoustic coupling. Use the longitudinal stress results in a further section to separate longitudinal and ring membrane stresses and warpages. Determine the longitudinal and ring local residual stress values of the weld area by the membrane stress equilibrium principle using the flexure part or by taking the equilibrium coefficient into account.
机译:本发明是在建筑材料的非破坏性测试领域,可以检查纵向和周长焊接部位的残余电压。或者,可以基于残留电压电平评估管道焊接质量,并检查输入参数以计算管材强度。本发明的技术结果提供了单独检查水平和垂直残余应力的可能性。在这种情况下,在焊缝达到最大值的区域中测量应力。根据第一种选择,提供了本发明的技术结果作为用于确定金属管焊接区域中残余应力的方法。根据该方法,通过管道研究区域中的超声回波方法测量管轴的横向和纵向极化横向和纵向波传播时间,并且根据结果发现焊接区域的应力状态特性。根据该特定管型的该解决方案,通过计算建模预先确定平衡部分,使得平衡部分中的主区域金属中的平衡环应力最小化。或者,平衡因子的值等于焊接部位的最大细长膜环残余应力与主区域金属表面处的最小压缩膜环残余应力之间的关系。同时,在焊接之前,在平衡部分中测量管轴的横向波偏振的横向波偏振的横向传输时间的初始值。使用在焊接后相同测量点处的双轴应力的负弹性方程测量相同横向和纵波的实际横向和纵向传输的实际时间:其中T 01,T 02和T 03是基本值和T 1, T 2和T 3是沿发电管的横向和纵向极化横向和纵向传输时间的实际值。因此,к1和к2是弹性声学联轴器。确定每个测量部分的膜纵向和环应力值和偏转部分。使用弯曲部分,确定焊接部位的纵向和环局部残余应力值,考虑到膜应力平衡原理和平衡系数。根据第二种选择的技术结果是通过在研究区域中由声学各向同性金属的管焊区域中的残余应力的超声回声方法测量体积波传输时间。或者根据结果表征焊接区域的残余应力状态。对于由本发明限定的管类型,计算建模用于确定平衡部分位置。在平衡部分中,平衡环应力达到单个声学各向异性的最小值和值,并且平衡系数值等于最大环膜拉应力与焊接部位金属的最小压缩膜应力之间的关系。焊接后测量沿管轴沿管道沿线轴线的横向和纵向极化横波传输时间的实际值。根据结果​​,使用下面的负弹性方程找到纵向和环形膜应力差异的每个测量点的指示差值。其中,0是主要金属的各个声学各向异性,D是弹性声学耦合。使用纵向应力导致进一步的部分以分离纵向和环膜应力和翘曲。通过弯曲部分或通过将平衡系数进行膜应力平衡原理确定焊接区域的纵向和环局部残余应力值。

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