基于ANSYS的锚杆质量无损检测数值方法研究
[Abstract]:Nondestructive testing technology has been widely used in various fields. Non-destructive testing (NDT) technology is used in the field of bolt Anchorage. Different from the previous destructive testing, the characteristics of Anchorage can be well detected without destroying the Anchorage structure. The stress wave reflection method is a practical nondestructive testing method for bolt anchoring quality. The main contents are as follows: (1) the feasibility of stress wave reflection method is expounded. The stress wave reflection method can be used to detect the quality of anchor system. (2) Non-destructive testing equipment developed by the laboratory is used to test the anchoring model in laboratory. Stress wave is generated by hammer-percussion on the top of anchor rod (anchor head). Embedded anchor nondestructive testing equipment can effectively detect the hammer knock signal in anchor bolt, and then use correlation algorithm to analyze the received waveform signal. The waveform after signal processing can reflect the characteristics of the signal, and the reflection time of the stress wave can be clearly found. (3) the bare rod is established by using the finite element analysis software ANSYS/LS-DYNA. The anchoring model with anchoring rod and defective anchor rod is solved and analyzed after loading load and boundary condition, and compared with the test waveform. The results show that the finite element analysis software ANSYS/LS-DYNA can well simulate the stress wave nondestructive testing process of the anchor rod. The simulation results are in good agreement with the experimental results. The stress wave is in the upper and lower interface of the anchor, and the reflection position of the upper and lower interface of the defect is clearly visible. The length of anchor rod, the length of anchor and the position of defect can be calculated accurately by using the formula. The reflected position of the stress wave and the position of the defect in the numerical simulation basically accord with the test results. (4) the numerical model of the 4m bolt is designed by using ANSYS/LS-DYNA simulation. In the anchoring, the reflection waveform of the stress wave is obtained at different position of the defect. The results show that the positions of the defects are in good agreement with the original designed ones.
【学位授予单位】:石家庄铁道大学
【学位级别】:硕士
【学位授予年份】:2013
【分类号】:TU47;TB302.5
【参考文献】
相关期刊论文 前10条
1 钟宏伟,胡祥云,熊永红,肖柏勋;锚杆锚固质量声波检测技术的现状分析[J];工程地球物理学报;2005年01期
2 汪明武,王鹤龄,罗国煜,谢焰;锚杆锚固质量无损检测的研究[J];工程地质学报;1999年01期
3 王明强,朱永梅,刘文欣;有限元网格划分方法应用研究[J];机械设计与制造;2004年01期
4 李义,王成;应力反射波法检测锚杆锚固质量的实验研究[J];煤炭学报;2000年02期
5 杨维武;刘海峰;;锚杆锚固质量及无损检测技术研究现状[J];四川建筑;2008年02期
6 汪明武,王鹤龄;无损检测锚杆锚固质量的现场试验研究[J];水文地质工程地质;1998年01期
7 王成,恽寿榕,李义;锚杆-锚固介质-围岩系统瞬态激励的响应分析[J];太原理工大学学报;2000年06期
8 郭凤卿,张昌锁;锚杆锚固质量无损检测技术及研究进展[J];太原理工大学学报;2005年S1期
9 张昌锁;李义;Steve Zou;;锚杆锚固结构中导波传播的数值模拟[J];太原理工大学学报;2009年03期
10 汪明武,王鹤龄;锚固质量的无损检测技术[J];岩石力学与工程学报;2002年01期
相关博士学位论文 前1条
1 秦莹;基于系统动力响应的锚固结构无损检测及模型试验研究[D];武汉理工大学;2009年
相关硕士学位论文 前2条
1 岳向红;基于小波神经网络的锚杆锚固质量分析[D];中国科学院研究生院(武汉岩土力学研究所);2005年
2 丰莉;基于伪随机信号的锚杆中应力波传播特征实验研究[D];山东科技大学;2009年
,本文编号:2172089
本文链接:https://www.wllwen.com/kejilunwen/sgjslw/2172089.html