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Fatigue test and stress analysis of threaded connection of arch bridgestainless steel suspender

机译:拱桥 r 不锈钢悬索螺纹连接的疲劳试验和应力分析

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This work presents a study of a fatigue test and a finite element analysis on an arch bridge stainless steel suspender with threaded connections. A suspender which had a diameter of 70mm was tested under axial tensile loads range from 430kN to 700kN. The suspender was sudden failure from the thread root of the first loaded tooth in the pin after 1546609 cycles. Then, a two-dimensional axisymmetric modeling ignoring the helix angle of the thread was established with finite element software ANSYS to perform a stress analysis of the threaded connection. The stress concentration factors (SCFs) at the root of the teeth of pin were investigated under the applied external loading. The conclusive results had been drawn from the analysis including the location and the value of maximum SCF in the pin. Finally, the location and the value of the maximum von Mises stress were given. The results showed that the location of the fracture surface was consistent with the location of the maximum von Mises stress.
机译:这项工作提出了对带有螺纹连接的拱桥不锈钢悬挂器的疲劳测试和有限元分析的研究。在430kN至700kN的轴向拉伸载荷下测试了直径为70mm的悬挂器。 1546609个循环后,悬挂器从销钉中第一个加载的齿的螺纹根部突然失效。然后,使用有限元软件ANSYS建立了忽略螺纹螺旋角的二维轴对称模型,以进行螺纹连接的应力分析。在施加外力作用下,研究了销齿根部的应力集中因子(SCF)。从分析中得出了最终结果,包括引脚中最大SCF的位置和值。最后,给出了最大冯·米塞斯应力的位置和值。结果表明,断裂表面的位置与最大冯·米塞斯应力的位置一致。

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