Mendez Jabid Quiroga, Mujica Luis, Villamizar Rodolfo, Ruiz Magda
Schools of Mechanical and Electric, Electronics and Telecommunications Engineering, Universidad Industrial de Santander (UIS), Universidad Industrial de Santander (UIS), Cra 27 Calle 9, Bucaramanga, Colombia.
Departament de Matemàtiques, CoDAlab, Escola d'Enginyeria de Barcelona Est (EEBE), Universitat Politècnica de Catalunya, Campus Diagonal-Besòs. C, Eduard Maristany, 6-12, St. Adrià de Besòs, 08930 Barcelona, Spain.
Sensors (Basel). 2018 Apr 19;18(4):1263. doi: 10.3390/s18041263.
In this paper, a support stiffness monitoring scheme based on torsional guided waves for detecting loss of rigidity in a support of cylindrical structures is presented. Poor support performance in cylindrical specimens such as a pipeline setup located in a sloping terrain may produce a risky operation condition in terms of the installation integrity and the possibility of human casualties. The effects of changing the contact forces between support and the waveguide have been investigated by considering variations in the load between them. Fundamental torsional T ( 0 , 1 ) mode is produced and launched by a magnetostrictive collar in a pitch-catch configuration to study the support effect in the wavepacket propagation. Several scenarios are studied by emulating an abnormal condition in the support of a dedicated test bench. Numerical results revealed T ( 0 , 1 ) ultrasonic energy leakage in the form of S H 0 bulk waves when a mechanical coupling between the cylindrical waveguide and support is yielded. Experimental results showed that the rate of ultrasonic energy leakage depends on the magnitude of the reaction forces between pipe and support; so different levels of attenuation of T ( 0 , 1 ) mode will be produced with different mechanical contact conditions. Thus, it is possible to relate a measured attenuation to variations in the supports condition. Results of each scenarios are presented and discussed demonstrating the feasibility and potential of tracking of the amplitude of the T ( 0 , 1 ) as an indicator of abnormal conditions in simple supports.
本文提出了一种基于扭转导波的支撑刚度监测方案,用于检测圆柱形结构支撑件中的刚度损失。圆柱形试件(如位于倾斜地形中的管道装置)支撑性能不佳,可能会在安装完整性和人员伤亡可能性方面产生危险的运行状况。通过考虑支撑与波导之间载荷的变化,研究了改变支撑与波导之间接触力的影响。采用磁致伸缩轴环以一发一收配置产生并发射基本扭转T(0,1)模式,以研究波包传播中的支撑效应。通过模拟专用试验台支撑中的异常情况,研究了几种场景。数值结果表明,当圆柱形波导与支撑之间产生机械耦合时,T(0,1)超声能量会以SH0体波的形式泄漏。实验结果表明,超声能量泄漏率取决于管道与支撑之间反作用力的大小;因此,不同的机械接触条件会产生不同程度的T(0,1)模式衰减。因此,可以将测量到的衰减与支撑条件的变化联系起来。给出并讨论了每种场景的结果,证明了跟踪T(0,1)振幅作为简单支撑异常情况指标的可行性和潜力。