Lu Xiaohan, Zhu Min, Li Chao, Li Shengnan, Wang Shengao, Li Ziwei
College of Nuclear Science and Technology, Naval University of Engineering, Wuhan 430033, China.
College of Power Engineering, Naval University of Engineering, Wuhan 430033, China.
Sensors (Basel). 2024 May 22;24(11):3306. doi: 10.3390/s24113306.
Bolts have the advantages of simple installation and easy removal. They are widely applied in aerospace and high-speed railway traffic. However, the loosening of bolts under mixed loads can lead to nonlinear decreases in pre-loading. This affects the safety performance of the structure and may lead to catastrophic consequences. Existing techniques cannot be used to monitor the bolt performance status in time. This has caused significant problems with the safety and reliability of equipment. In order to study the relaxation law of bolt pre-loading, this paper carries out an experimental analysis for 8.8-grade hexagonal bolts and calibrates the torque coefficient. We also studied different loading waveforms, nickel steel plate surface roughnesses, tangential displacement frequencies, four different strengths and bolt head contact areas of the bolt, the initial pre-loading, and the effects of tangential cyclic displacement on pre-loading relaxation. This was done in order to accurately predict the degree of bolt pre-loading loosening under external loads. The laws are described using the allometric model function and the nine-stage polynomial function. The least squares method is used to identify the parameters in the function. The results show that bolts with a smooth surface of the connected structure nickel steel flat plate, high-frequency working conditions, half-sine wave, and a high-strength have better anti-loosening properties. Taking 5-10 cycles of cyclic loading as a boundary, the pre-loading relaxation is divided into two stages. The first stage is a stage of rapid decrease in bolt pre-loading, and the second stage is the slow decrease process. The performance prediction study shows that the allometric model function is the worst fitted, at 71.7% for the small displacement condition. Other than that, the allometric model function and the nine-stage polynomial function can predict more than 85.5% and 90.4%, which require the use of least squares to identify two and ten unknown parameters, respectively. The complexity of the two is different, but both can by better indicators than the pre-loading relaxation law under specific conditions. It helps to improve the monitoring of bolt loosening and the system use cycle, and it can provide theoretical support for complex equipment working for a long time.
螺栓具有安装简单、拆卸方便的优点。它们广泛应用于航空航天和高速铁路交通领域。然而,在混合载荷作用下螺栓的松动会导致预紧力呈非线性下降。这会影响结构的安全性能,并可能导致灾难性后果。现有技术无法及时监测螺栓的性能状态。这给设备的安全性和可靠性带来了重大问题。为了研究螺栓预紧力的松弛规律,本文对8.8级六角螺栓进行了实验分析,并校准了扭矩系数。我们还研究了不同的加载波形、镍钢板表面粗糙度、切向位移频率、螺栓的四种不同强度和螺栓头部接触面积、初始预紧力以及切向循环位移对预紧力松弛的影响。这样做是为了准确预测外部载荷作用下螺栓预紧力的松动程度。这些规律用异速生长模型函数和九阶多项式函数来描述。采用最小二乘法识别函数中的参数。结果表明,连接结构镍钢平板表面光滑、高频工况、半正弦波以及高强度的螺栓具有更好的防松性能。以5 - 10次循环加载为界限,预紧力松弛分为两个阶段。第一阶段是螺栓预紧力快速下降阶段;第二阶段是缓慢下降过程。性能预测研究表明,异速生长模型函数拟合效果最差,在小位移条件下为71.7%。除此之外,异速生长模型函数和九阶多项式函数的预测准确率分别超过85.5%和90.4%,分别需要用最小二乘法识别两个和十个未知参数。两者的复杂度不同,但在特定条件下都能比预紧力松弛规律提供更好的指标。这有助于改进螺栓松动监测和系统使用周期,并可为长期运行的复杂设备提供理论支持。