Characterization of Deformation of Bolts and Induced Stress Wave Propagation under Axial Tensile Stress

• Published in: Applied sciences 2023-02, Vol.13 (5), p.2827
• Main Authors: Li, Chuanming, Gao, Xiang, Feng, Ruimin, Xia, Xin, Qi, Chao, Chen, Xiao, Zhang, Zhengrong, Bai, Jiankui, Nie, Bochao
• Format: Article
• Language: English
• Subjects: Axial forces; Axial stress; bolt; Bolts; Coal mining; Data processing; Deformation; dominant frequency; energy attenuation ratio; Frequency distribution; Mining accidents & safety; Necking; Nondestructive testing; Occupational health and safety; Propagation; Sensors; Signal processing; Stress propagation; stress wave; Stress waves; Tensile stress; Tension tests; Tensioning; Test systems; Testing equipment; Wave attenuation; Wave energy; Wave propagation
• ISSN: 2076-3417; 2076-3417
• DOI: 10.3390/app13052827

The nondestructive testing technique used to evaluate the quality of bolt support by detecting the axial force is suitable for the bolt with a short construction time. For the bolt in the support state for a long time period, it may lead to the detection of small axial force only and ignore the fact that the bolt has entered the necking fracture stage, and thus fail to detect safety hazards in time. Three sets of parallel tests were conducted to solve the misjudgment of detection results due to the reduction of axial force when the bolt was in the necking fracture stage. Bolt deformation characteristics and stress wave propagation characteristics in bolts under axial tensile stress were studied by using the bolt tensile and stress wave detection test system which was modified and built independently. The results showed that (1) The diameter of the necking position decreases continuously during the tensioning process of the bolt and the rate of decrease increases abruptly during the necking fracture stage. (2) Due to the bolt stretching, the stress wave propagates in the bolt with different degrees of reflection and transmission, resulting in the attenuation of the stress wave energy; the energy attenuation ratio of the stress wave signal in the necking fracture stage reaches 35%, and the energy attenuation ratio increases exponentially as the necking continues to occur. (3) The frequency distribution of the stress wave signal during the bolt stretching process is from scattered to concentrated, the dominant frequency is gradually prominent and changes from low frequency to high frequency, the high-frequency signal is more sensitive to the cracks and necking of the bolt, and the dominant frequency is between 9500 and 10,000 Hz. (4) The average error of the stress wave method is 1.945% and the maximum and minimum values are 4.12% and 0.51%, respectively. The method is promising and provides a reference for the study of nondestructive testing of bolt stress waves in field support.