首页|基于盒维数与锚杆无损检测技术的杆体应力波特性研究

基于盒维数与锚杆无损检测技术的杆体应力波特性研究

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为了研究复杂岩层中剪切力与轴向载荷对反射信号特性的影响,将分形维数中的盒维数与应力波特性参数应用到锚杆无损检测之中。通过在锚杆自由端中间加载不同大小的集中载荷,分析了同一试件上加载不同的动态载荷力与不同试件加载不同剪切力对应力波特性的影响。使用MATLAB软件对检测信号进行盒维数计算,研究在不同情况下的盒维数变化规律;对检测信号幅值、有效值、标准差、幅频进行分析,判断其信号强度及其规律。研究结果表明:随着锚固结构轴向载荷与锚杆自由端剪力的逐渐增加,信号强度逐渐减弱;剪切力大小影响锚杆的极限承载能力,随着剪切力的逐渐增大,盒维数会不断增加,锚固结构的极限承载能力也会增加;随着轴向载荷的不断增大,盒维数先增大后减小,在盒维数最大值处锚固结构失效。
Characteristics of stress waves in anchor rods based on box dimension and nondestructive testing technology
In order to study the effect of shear force and axial load on reflected signal characteristics in complex rock strata,the box dimension and stress wave property parameters of fractal dimension are applied to nondestructive testing.The effect of different dynamic load on the same specimen and different shear force on the stress wave behavior were studied by exerting different concentrated loads in the middle of the free end of the bolt.MATLAB software was used to calculate the box dimension of the detection signal,and the changing law of the box dimension under different circumstances was summarized.The amplitude,effective value,standard deviation and amplitude frequency of the detected signal are analyzed to judge the signal strength and its rule.The results show that the signal strength decreases gradually with the increase of the axial load of the anchorage structure and the free end shear of the anchor bolt.The shear force affects the ultimate bearing capacity of the bolt.With the gradual increase of shear force,the box dimension increases,and so does the ultimate bearing capacity of the anchoring structure.With the increasing of axial load,the box dimension first increases and then decreases,and the anchorage structure fails at the maximum box dimension.

non-destructive testing of boltshear stressaxial forcebox dimensionstress wave characteristics

李旭锋、赵毅

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山西焦煤山煤国际凌志达煤业公司, 山西 长治 046000

太原理工大学 矿业工程学院, 山西 太原 030000

锚杆无损检测 剪切力 轴向载荷 盒维数 应力波特性

2024

煤炭工程
煤炭工业规划设计研究院

煤炭工程

CSTPCD北大核心
影响因子:0.806
ISSN:1671-0959
年,卷(期):2024.56(3)
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