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EXPERIMENTAL METHOD FOR PIPELINE DYNAMIC STRESS ESTIMATION BY VIBRATION MEASUREMENT

机译:振动测量管道动态应力估计的实验方法

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For structure's stress estimation there are numerous cases where the classical strain gage method is very difficult to be used. One of this case is the strain measurement on pipeline structures in the chemical and power plants and petroleum industry. The strain gage technology requires the machinery to be put off, which in the above mentioned industries is quite impossible to be realized. I view to be established if the level of vibration motion on a given pipeline network, excited by inside flow disturbances, is dangerous for the integrity of its structure, in the literature there are some empirical forms. By these forms are calculate the approximate level admissible values depending of structure's material and geometrical configuration. The forms are valid only for the resonant vibration motions and are affected for a lot of empirical constants. The paper presents a new method for determination of pipeline dynamical stress distribution by vibration measurement. Using only two accelerometers, one placed fix in a reference point of pipeline and other in different placed point by point along the pipe axis, axed by them local reference frame. From FFT transforms of the two vibration signals it is obtained, by division between, the dimensionless complex functions for every points selected on pipe structure for vibration measurement. Then by a polynomial approximations are obtained, using a leas square algorithm, the continuous functions of dimensionless complex amplitudes along the pipeline. Applying the two time derivative operation to the polynomial functions are obtained the strain dimensionless functions which are multiplying with FFT spectrum of vibration motion in the reference point which lead to the FFT strain spectrum distribution function along the pipeline. One finale IFFT lead to dynamical strain/stress distribution law distribution. The method was verified on a pipeline sector with two elbow bend deserving a compressor plan in petroleum industry. The level of vibration induced by pressure fluctuation was high 1.5 mm peak to peak. Using the measurement technique and the method developed resented in the paper it was found a stress of level 20 MPa, which is not dangerous for the integrity of pipeline.
机译:对于结构的应力估计,存在许多案例,其中古典应变计法非常难以使用。其中一个案例是化学和发电厂和石油工业中管道结构的应变测量。应变计技术要求推迟机械,在上面提到的行业中是不可能实现的。我查看要建立的,如果给定的管道网络上的振动运动水平,通过内部流动障碍兴奋,对于其结构的完整性是危险的,在文献中存在一些经验形式。通过这些形式,根据结构的材料和几何配置计算近似水平可允许值。该表格仅对共振振动运动有效,并且受到许多经验常数的影响。本文提出了一种通过振动测量确定管道动态应力分布的新方法。仅使用两个加速度计,将一个固定在管道的参考点中,并且在不同放置的点沿管轴的点,由它们伸开本地参考帧。从两个振动信号的FFT变换,通过分割,为在管道结构上选择的每个点的无量纲复杂功能进行振动测量。然后通过使用租赁方算法获得多项式近似,沿着管道的无量纲复合幅度的连续功能。获得对多项式函数的两个时间衍生操作是在参考点中的振动运动中乘以FFT应变谱分布函数的振动运动乘法的应变无量纲功能。一个结局IFFT导致动力学应变/应力分布法分布。该方法在管道领域验证,两种弯头弯曲值得在石油工业中的压缩机计划。压力波动诱导的振动水平高1.5mm峰至峰。使用测量技术和在纸上开发的方法发现,它发现了20MPa等级的应力,这对于管道的完整性并不危险。

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