基于RBF神经网络的离心泵地脚螺栓松动故障诊断

为了准确识别卧式离心泵地脚螺栓松动故障,搭建了卧式离心泵机组诊断平台,采用电涡流传感器对离心泵转子位移进行监测.将采集的转子位移信号经过经验模态分解法(empirical mode decomposition, EMD)分解为多个固有模态函数(intrinsic mode function, IMF),对各层IMF频谱特征、相关系数及能量占比进行分析得到故障敏感分量.最后,通过径向基(radial basis function, RBF)神经网络对离心泵松动故障进行识别预测.结果表明：采用EMD方法可以有效提取出离心泵松动故障特征,IMF5—IMF8层可作为故障特征分量.通过将IMF5—IMF8层的相关系数和能量占比作为故障特征输入到RBF神经网络中进行识别,准确率可达95%.     

锚固植被加强系统对新开挖膨胀土边坡大气影响深度的作用

[目的]探索锚固加强植被系统(ARVS系统)对新开挖膨胀土边坡大气影响深度的影响,为该系统防护新开挖膨胀土边坡的应用提供参考依据。[方法]以南宁市膨胀土边坡为研究对象,进行新开挖的裸露边坡、植草边坡、ARVS系统防护边坡的现场试验,监测边坡的土体含水率、土体温度、锚杆轴力,研究大气作用下ARVS系统对新开挖膨胀土边坡的大气影响的深度。[结果]裸露边坡的大气影响深度发展最快,短时间内就能发展到了2.4 m左右,ARVS系统防护边坡的发展最慢,多次降雨后,大气影响深度小于1.8 m; ARVS系统能约束膨胀作用,限制胀缩裂隙的发育,再加上植被作用,减缓大气影响深度向内部发展的速度;随着大气影响深度向土体深部发展,中性点向深处移动,坡面的植被与高性能植被保护垫(HPTRM)能使限制这种移动,保证ARVS系统约束膨胀作用的能力。[结论] ARVS系统的植被,HPTRM和锚杆3者相互作用,通过约束膨胀作用来限制新开挖膨胀土边坡大气影响深度的发展。     

基于改进YOLO v3模型的奶牛发情行为识别研究

为提高复杂环境下奶牛发情行为识别精度和速度,提出了一种基于改进YOLO v3模型的奶牛发情行为识别方法。针对YOLO v3模型原锚点框尺寸不适用于奶牛数据集的问题,对奶牛数据集进行聚类,并对获得的新锚点框尺寸进行优化;针对因数据集中奶牛个体偏大等原因而导致模型识别准确率低的问题,引入DenseBlock结构对YOLO v3模型原特征提取网络进行改进,提高了模型识别性能;将YOLO v3模型原边界框损失函数使用均方差(MSE)作为损失函数度量改为使用F_IoU和两框中心距离D_c度量,提出了新的边界框损失函数,使其具有尺度不变性。从96段具有发情爬跨行为的视频片段中各选取50帧图像,根据发情爬跨行为在活动区出现位置的不确定性和活动区光照变化的特点,对图像进行水平翻转、±15°旋转、随机亮度增强(降低)等数据增强操作,用增强后的数据构建训练集和验证集,对改进后的模型进行训练,并依据F1、mAP、准确率P和召回率R指标进行模型优选。在测试集上的试验表明,本文方法模型的识别准确率为99.15%,召回率为97.62%,且处理速度达到31 f/s,能够满足复...     

Collateral ligament reconstruction in two horses following traumatic avulsion fracture using a knotless suture anchor construct

This case report describes a technique for repair of medial collateral ligament avulsions in two horses. Both horses sustained traumatic injuries resulting in avulsion fractures at the origin of their medial tarsal and carpal collateral ligaments. This report describes the use of a knotless suture anchor to mechanically reconstruct medial collateral ligament avulsion injuries in two horses. The first horse, a 9‐year‐old Hannovarian Warmblood gelding presented for an acute nonweightbearing lameness in the right hindlimb. The injury was localised to the medial malleolus of the tibia and an avulsion fracture of the origin of the short medial collateral ligament of the tibiotarsal joint with disruption of the ligament was found on radiographs and ultrasound. The horse was taken to surgery and a reconstruction of the short medial collateral ligament was performed with a modified single row construct using a biocompatible, multistrand, long chain ultra‐high molecular weight polyethylene braided composite suture tape (2 mm Fibertape) and a single knotless suture anchor (5.5 × 19.1 mm PEEK SwivelLock C). The second horse, a 5‐year‐old Thoroughbred gelding presented for an acute nonweightbearing lameness in the left forelimb. The injury was localised to the medial styloid process of the radius and an avulsion fracture of the origin of the medial collateral ligament of the antebrachial carpal joint was found on radiographs and ultrasound. The horse was taken to surgery and a similar reconstruction procedure was performed to the collateral ligament. Both horses were recovered in a Robert Jones bandage without the use of casts or splints and recovered without incident. Both horses are sound and returned to previous level of athletic performance at 18 months and 8 months, respectively.     

预应力锚杆现场耐蚀性能变化特征研究

预应力锚杆长期在密闭的岩土环境中服役,其现场耐蚀性能变化特征的研究一直以来都是岩土工程领域的一个难题。锚杆服役环境的复杂性和特殊性,导致预应力锚杆耐久性研究大部分局限于室内模拟腐蚀实验,锚杆现场腐蚀数据稀少。以某煤矿服役的现场锚杆作为研究对象,对其单位失重和截面损失进行测试分析,得出如下结论:不同服役年限的锚杆,随着锚杆服役年限的增加腐蚀程度也逐年增加;同一根锚杆暴露在空气中的锚头部分相对于处在岩体封闭空间的其他部位腐蚀速度快,腐蚀程度呈现如下规律:锚头自由段锚固段。     

Calculation Method Study of Anchoring of One Nuclear Plant

Finite element model has been built for an equipment module of one nuclear plant. Several boundary conditions were compared in this analysis to illustrate the importance of the proper boundary condition and assumptions. A standard embedment model was built to analyze the reactions of the bolts under different conditions and assumptions to get a better method for design.     

Study of Quality Management and Inspection Technology of Anchorage System

Sonoprobe method has been applied in non-destructive inspection of anchorage project. Its fundament is to cause anchor bar's elastic vibration by dynamic transient excitation and the flaws of anchor bar can be estimated or deduced by determining the transient response. The numeric solution!of hyperbolic equation by FEA indicates that the deductions should comply with the acoustic parameters such as sound velocity, vibration range, wave shape etc., when inspecting the interior flaws in grouting of anchor bar. As a non-linear dynamic system,"the artificial neural networks dealing with quality inspection of gray system have been proved efficient.     

Analytic Solution of Anchor Bolts with Dynamic Detection

Sonoprobe method has been applied in non-destructive inspection of anchorage project. Its fundament is that to use dynamic transient excitation for inducing anchor bar's elastic vibration. The flaws in the bar can be estimated or deduced by determining transient response of anchor bar. Based on the theory of elasto-dynamics, in this paper, a theoretical model of acoustic detection of anchor bar has been built up. On the mechanics field, this method means that if information of disturbance resource, boundary conditions and initial conditions has been given, the dominant equation describing medium motion would be established. That is, it leads to the problem of initial value or initial boundary value of hyperbolic type or hyperbolic-diffusibility type equation. Thereby the dynamic response could be solved. As an example, analytic solution of heterogeneous wave equation is deduced in case of bounded region.     

夯土-水硬石灰与石英砂浆液-木锚杆锚固系统性能

运用室内物理模型试验和原位试验,对基于水硬石灰与石英砂浆液的木锚杆锚固系统在夯土介质中进行了拉拔测试与杆体-浆体界面应变监测,研究了该锚固系统的锚固性能与破坏模式、杆体-浆体界面剪应变分布与传递特征。试验结果表明,该锚固系统50 cm锚固长度可以提供30~45 kN(室内)与16.2~19 kN(现场)的极限锚固力;锚固系统具有较强的延性;在加载进程中杆体-浆体界面的应力分布与传递特征具有单峰值或双峰值分布、界面应力向锚固末端传递、压应力出现在锚固段中末端等特征,表现出复杂的受力特性。研究结果表明,该锚固系统在结构形式和力学性能上适合于夯筑土遗址加固,并与遗址体具有较好的兼容性。     

喷锚网技术在皂市水库高陡边坡防护中的应用

喷锚网支护可提高高陡边坡岩土的结构强度和抗变形刚度,增强边坡的整体稳定性.根据皂市右岸上坝公路路段高边坡采用喷锚网支护的工程实践,介绍了设计方案、材料要求、施工方法、技术措施,以及现场质量管理和检测问题.