共查询到18条相似文献，搜索用时 701 毫秒
1.
超声波在原木内部传播理论研究 总被引：1，自引：0，他引：1
超声波技术在木材无损检测中已有广泛的应用,尤其是一些研究表明超声波在原木内部的传播规律对无损检测效果产生重要影响.根据弹性波在固体介质中的传播理论,通过对微小单元体的受力分析,得出弹性动力学运动微分方程,并在此基础上,根据正交各向异性介质的弹性常数,应力与应变之间的相互关系,几何方程（应变和位移的关系）以及超声波传播（无旋波）的方向向量,最终得出以位移表示的运动微分方程;然后利用分离变量法,建立超声波在原木内部传播过程中的位移方程和速度方程. 相似文献
2.
杨树与落叶松原木中应力波的不同传播速度 总被引：1，自引：0，他引：1
通过应力波测试仪对健康的杨树和落叶松原木试件进行检测试验,研究应力波在这2种原木试件中径向、弦向和纵向(原木心材和边材)传播速度之间的关系以及径向传播速度和直径、弦向传播速度和检测角之间的相关关系.结果表明:在这2种树种中,应力波径向传播速度和原木直径呈正相关,原木纵向边材传播速度比相应心材中的要大,弦向传播速度与检测角呈现二次函数关系.通过试验分析得出应力波在原木纵向心材和边材传播速度与径向传播速度比的域值. 相似文献
3.
《中南林业科技大学学报(自然科学版)》2017,(2)
为预测和评价硅酸盐胶黏剂与杨木之间的胶合性能及界面作用力,利用有限元软件ANSYS模拟了胶合强度测试试件在拉伸载荷状态下的力学行为,分析在加载过程中试件的位移形变、剪切应力和应变分布情况,以及在胶层中心、垂直胶层和胶层界面方向上应力应变的分布规律,分析了胶黏剂类型、胶层厚度对胶合试件和胶层应力应变云图和曲线的影响,所得结果对胶合木制品的界面力学研究和胶合强度预测具有指导意义。 相似文献
4.
对樟子松活立木、原木及其板材的应力波传播速度进行检测,得出活立木与原木的应力波传播速度非常接近;樟子松原木段与其板材的应力波传播速度具有较大的相关性,相关系数为R2=0.6,因此可以通过活立木的应力波传播速度来预测原木制成板材后的应力波传播速度。 相似文献
5.
弦向角对应力波在原木横截面传播速度的影响 总被引：1，自引：0，他引：1
为了研究应力波在原木横截面上传播时应力波波速的变化规律及其影响因素,选择柞木、红松、臭冷杉和大青杨4个树种的原木为试验材料,在原木的横截面上,测试不同弦向角所对应的应力波波速,并用MATLAB软件对弦向角和应力波波速进行曲线拟合。结果表明:1)随着弦向角的增加,应力波在柞木、红松、臭冷杉和大青杨原木横截面上的传播速度均呈3次曲线趋势增加;2)当弦向角大于36°时,应力波在大青杨原木横截面上的传播速度最快,在柞木原木横截面上的传播速度最慢;3)应力波在柞木、红松、臭冷杉和大青杨原木横截面上的径向最大传播速度分别为1109.0,1220.4,1245.8和1618.3m·s-1。 相似文献
6.
《林业科学》2021,(9)
【目的】提出一种基于射线分割的林木应力波断层成像算法,研究应力波在林木横截面上的信号分布情况,提高应力波断层成像精度,准确反映林木内部缺陷的位置、大小和腐朽程度。【方法】选取4株原木样本(松树、乌桕)和4株活树样本(香樟、圆柏、柳树)进行应力波断层成像试验,利用FAKOPP应力波检测仪采集样本横截面应力波数据。首先校正采集的应力波速度,绘制应力波传播射线图,对成像区域进行网格划分;然后分割每一条应力波传播射线,基于已知射线传播速度估算待分割射线上多条线段的速度,增加应力波信号量,得到改进的应力波传播射线图;最后根据改进的应力波传播射线图估算成像区域内网格单元的速度,结合图像处理方法,生成断层图像。为验证算法的可行性,使用Resistograph微钻阻力仪评估活树内部健康状况。【结果】基于射线分割的林木应力波断层成像算法能够较准确地重建4株原木样本的断层图像。使用Resistograph微钻阻力仪对活树进行多路径钻探,与阻力曲线图相比发现,基于射线分割的林木应力波断层成像算法生成的断层成像具有较高精度。【结论】基于射线分割的林木应力波断层成像算法可提高初始网格单元速度的准确性和相关性,能够实现林木内部缺陷的高精度成像,适用于林木无损检测。 相似文献
7.
【目的】利用木材动态压缩加载试验研究热磨机研磨解离破碎阶段木材原料受动态压缩载荷的动力学特性，并研究应变率、加载方向对木材原料动力学特性的影响，旨在深化木材原料研磨解离机制的研究，为热磨法纤维分离设备及磨片的齿形结构优化设计提供理论指导。【方法】利用 Hopkinson 杆试验装置对含水率为12.65%、密度为0.50 g·cm －3的桦木试件进行应变率约为400，800，1200 s －1，加载方向为径向、弦向和轴向的动态压缩试验，获得桦木在不同应变率及方向上动态压缩加载的解离特征、动态应力－应变曲线及相应的力学特性。【结果】对比分析各组试验后试件的破坏形态发现：1)当应变率约为400 s －1时，径向、弦向和轴向加载的试件主要发生塑性变形；2)当应变率约为800 s －1时，径向加载试件被解离成几大块，并且有一些“火柴棍”状的小试件从大试件上剥离；弦向加载试件沿加载方向上产生更大的塑性变形，并且在试件上、下两端处沿加载方向产生贯穿性裂纹，试件被解离成三大块；轴向加载试件受载面边缘处的纤维大量产生压溃现象，在加载面上产生贯穿性裂纹且有片状小试件从大试件上剥离；3)当应变率约为1200 s －1时，径向加载试件被解离成大量“火柴棍”状的小试件，并且小试件的尺寸明显小于应变率为800 s －1时；弦向加载试件沿加载方向上产生的塑性变形与应变率为800 s －1时相当，但是试件上端处被解离成许多片状的小试件，并且沿加载方向试件上产生了数条贯穿整个试件的大裂纹；轴向加载试件被解离成大量短粗状的小试件，并且小试件上带有明显的褶皱。对比分析各组试验试件的应力－应变曲线发现：1)动态压缩加载条件下桦木的应力－应变曲线可以由屈服点应变分为弹性阶段和屈服后弱线性强化阶段2部分；2)桦木沿径向加载应变率约为400，800，1200 s －1时，其屈服强度和韧性模量分别为4.56，10.49，14.22 MPa 和2.88，8.32，20.70 kJ·cm －3，应变率从400 s －1增加到1200 s －1时，屈服强度和韧性模量分别增加了2.11和6.19倍；3)桦木沿弦向加载应变率约为400，800，1200 s －1时，其屈服强度和韧性模量分别为5.87，7.90，9.65 MPa 和2.53，7.41，12.92 kJ·cm －3，应变率从400 s －1增加到1200 s －1时，其屈服强度和韧性模量分别增加了0.64和4.10倍；4)桦木沿轴向加载应变率约为400，800，1200 s －1时，其屈服强度分别为22.90，71.41，96.37 MPa 和18.79，67.74，114.32 kJ·cm －3，应变率从400 s －1增加到1200 s －1时，其屈服强度和韧性模量分别增加了3.21和5.08倍。【结论】随着应变率的增加，桦木的解离程度加大，径向加载最易解离，轴向加载最难解离；桦木的动态压缩屈服强度、动态压缩韧性模量具有很强的应变率敏感性，是一种应变率敏感材料。 相似文献
8.
采用"中心板锯割法"结合"应变片法"对人工林尾巨桉原木内部轴向残余应变径向分布进行测试和研究.结果表明:原木内部轴向残余应变径向上分布沿髓心的对称性较好,在靠近树皮处为拉应变,向髓心方向拉应变逐渐减小,到某个树干半径后减为O,随即转变为压应变,向髓心方向压应变逐渐增大,径向分布的回归方程为:y=-21.075+4.529 7x+890.75(r=0.87),在0.01水平相关性极显著,拉应变向压应变转变的树干半径为0.681R;在不同原木高度上内部轴向残余应变的径向分布模式相似,回归曲线相关性均在0.01水平极显著,但随着原木高度的增加相关性下降;原木直径影响内部轴向残余应变径向分布曲线的变化梯度,直径越小,曲线越陡峭.本研究提出原木直径对内部轴向残余应变径向变化梯度的影响具有一个临界值的观点,原木直径小于这个临界值时,随着直径的减小,内部轴向残余应变径向分布的变化梯度显著增大,对于本研究中的尾巨桉,原木直径的临界值为19.9 cm. 相似文献
9.
应力波在树木径切面内的传播速度模型 总被引：1，自引：0，他引：1
《林业科学》2016,(7)
【目的】研究应力波在不同树木径切面内传播速度的变化情况,建立传播速度模型,以期进一步认识应力波在树木径切面内的传播规律及其影响因素,为树木内部缺陷的三维成像技术提供理论依据。【方法】首先通过理论分析,建立应力波在树木径切面内的传播速度模型;然后以浙江农林大学植物园内8类有代表性的树种(香樟、枫香、乐昌含笑、鹅掌楸、响叶杨、悬铃木、松树、白杨)为试验材料,在样本径切面上,采用Arbotom应力波木材无损检测仪测量与径向成不同角度方向的应力波传播时间,计算不同角度方向上的应力波传播速度,并对健康样本径切面内沿方向角θ的应力波速度vθ和径向应力波速度v0的比值vθ/v0与方向角θ之间的关系进行回归分析。【结果】应力波在健康香樟样本径切面内的传播速度随方向角的增大而增大,径向传播速度最小,其原因是当应力波在树木内部沿径向传播时,传播方向与树木纤维方向垂直,受到细胞壁边界的阻碍较多,传播速度较慢;而随着方向角的增大,应力波传播方向与树木纤维方向逐渐平行,受到细胞壁边界的阻碍变少,传播速度逐渐增加。枫香、乐昌含笑、鹅掌楸、响叶杨4种树种的健康样本在相同方向角上的应力波传播速度大小不同,但其变化规律与香樟活力木相同。对健康样本试验数据的拟合结果为vθ/v0≈kθ2+1(0≤k≤1),k值取决于被测树木的物理力学参数。在所建立的回归模型中,决定系数R2均大于0.92,表明模型具有较高的拟合优度。在有缺陷的悬铃木样本试验中,径切面上方向角为-20°~-50°的应力波传播路径经过缺陷区域,其余传播路径均位于健康区域内。当应力波传播路径位于径切面的健康区域时,传播速度随方向角的变化趋势满足一元二次函数模型;但当应力波经过径切面的缺陷区域时,传播速度明显降低,不再符合正常情况下的传播速度模型。针对松树和白杨原木试样,人工设计了空洞缺陷,并对产生空洞前后的原木径切面的应力波传播速度进行了对比。最后,基于建立的径切面内应力波传播速度模型,设计了一种树木内部缺陷四向交叉检测方法,该方法能够较准确地检测木材内部缺陷的位置。【结论】在健康树木的径切面上,方向角θ与vθ/v0之间满足一元二次函数关系vθ/v0≈kθ2+1(0≤k≤1),对不同树种的检测结果均表明了该模型的有效性;进一步的试验证明了该速度模型对于树木内部缺陷检测具有很好的指导作用。 相似文献
10.
11.
Two nondestructive evaluation methods, impact-induced stress wave techniques and ultrasonics, were investigated to detect
lathe checks and knots in veneer, which were identified as key veneer quality properties for some engineered applications.
Measurements included wave velocity and attenuation in the directions parallel and perpendicular to the grain. The results
showed that both techniques were sensitive to lathe checks when using wave propagation perpendicular to grain. For wave transmission
parallel to grain, signals showed some sensitivity to knots. There was no significant difference in wave velocity measurements
between stress wave and ultrasonic techniques. Regression models based on stress wave velocities in these two orthogonal directions
were developed to estimate the veneer quality index giving a coefficient of determination ranging between 0.39 and 0.50.
Received: 20 December 1998 相似文献
12.
In order to improve the accuracy and reliability of identifying wood defects and to realize the maximum wood utilization of trees, we employed an experimental method to test the stress wave propagation velocity in standing Fraxinus mandshurica trees selected from the Harbin Forest Experimental Station in winter. Thirty standing trees in good conditions were taken as test specimens and stress wave propagation velocities were measured using a FAKOPP Microsecond Timer in trees in both fall and winter. The test data were processed with the aid of Excel and SPSS software. The results show that 1) the velocities in longitudinal and radial stress wave propagation in frozen F. mandshurica trees were much higher than those in the non-frozen trees; 2) there was a highly positive correlation between longitudinal stress wave propagation velocity in frozen and non-frozen states, with a correlation coefficient of 0.82, as well as a positive correlation between radial stress wave propagation velocity in frozen and non-frozen states with a correlation coefficient of 0.87; 3) in the frozen state, the longitudinal stress wave propagation velocity was significantly affected by the moisture content (MC) of standing tree, while it was not obvious in the non-frozen state and 4) the radial stress wave propagation velocity was not significantly affected by MC in either frozen or non-frozen state. 相似文献
13.
The effect of moisture content on the stress wave propagation velocity was investigated in order to estimate the Young’s modulus of full-scale timbers in an air-drying state using the measurement of stress wave propagation velocity above the fiber saturation point. Using Japanese cedar lumber, the velocity and the density under high-moisture condition and air-drying states were measured respectively; after measuring the modulus of elasticity in an air-drying state, the moisture content of each condition was measured. By performing numerical analysis on these data, the relationship between the moisture content and the rate of change of velocity of full-scale timbers was derived. This relationship was used to estimate the Young’s modulus of the timber in the air-drying state from the velocity in high-moisture condition. First, the velocity and the Young’s modulus in an air-drying state were estimated accurately from its density, moisture content and velocity under high-moisture condition. In cases where the density could not be measured, using the database of mechanical properties with the Monte Carlo simulation method, the Young’s modulus of the full-scale timber in an air-drying state might be estimated within 20% accuracy from its moisture content and velocity under high-moisture condition. 相似文献
14.
In this article, we report on an estimation method for Young’s modulus that entails measuring only the stress wave propagation
velocity of timber built into structures such as wooden buildings. Methods of estimating Young’s modulus that use the stress
wave propagation velocity and characteristic frequency of timber in conjunction with timber density have long been used. In
this article, we propose a method of easily and accurately estimating Young’s modulus from the stress wave propagation velocity
without knowing the timber density. This method is based on a database of wood strength performance and density accumulated
from a variety of research data and the method estimates Young’s modulus by a simulation method. We compared the Young’s moduli
estimated by this method with those obtained by the bending test and by the measurement of the stress wave propagation velocity
and density, and found similar results. This coincidence suggests that the method of estimating Young’s modulus presented
in this article is valid. For example, the method is effective for convenient evaluation on site when determining whether
a wooden building’s structural components should be reused or replaced when repairing or remodeling a building. 相似文献
15.
活立木力学特性无损检测是科学评价森林质量的基础,为合理制定采伐作业时间、原木分级和木材高效利用提供有效依据.介绍应力波无损检测的基本原理以及基于应力波的活立木力学特性无损检测的研究进展,分析影响应力波在活立木中传播的因素,在此基础上阐述木材力学特性变化的原理以及基于应力波技术的木材力学特性季节动态变化检测的现状和意义,提出应力波检测活立木性质存在的问题,针对其存在的问题提出几点建议. 相似文献
16.
Ultrasonic shear waves were propagated through the breadth direction of a wood beam which was subjected to a bending load such that it was in a plane-stress state. The oscillation direction of the shear waves with respect to the wood beam axis was varied by rotating an ultrasonic sensor, and the relationship between the shear wave velocity and the oscillation direction was examined. The results indicate that when the oscillation direction of the shear wave corresponds to the tangential direction of the wood beam, the shear wave velocity decreases sharply and the relationship between shear wave velocity and rotation angle tends to become discontinuous. When the oscillation of the shear waves occurs in the anisotropic direction of the wood beam instead of in the direction of principal stress, the shear wave velocity exhibits a peak value. In addition, the polarization direction was found to correspond to the direction of anisotropy of the wood beam according to the theory of acoustoelastic birefringence with respect to plane stress. This indicates that when the acoustoelastic birefringence method is applied to stress measurement of wood, it is appropriate to align the oscillation direction of the shear wave with the principal axial direction of anisotropy in order to carry out ultrasonic measurement. 相似文献
17.
Xiping Wang 《Wood Science and Technology》2013,47(5):965-975
Acoustic technologies have been well established as material evaluation tools in the past several decades, and their use has become widely accepted in the forest products industry for online quality control and products grading. Recent research developments on acoustic sensing technology offer further opportunities to evaluate standing trees and logs for general wood quality and intrinsic wood properties. Although the concept of using acoustic velocity as an effective measure of stiffness applies to both standing trees and felled logs, the method typically used to measure acoustic velocity in trees is different from that used in logs. Consequently, there is a significant difference in measured velocity values between trees and logs. Other factors affecting tree–log velocity relationships include tree diameter, stand age, operating temperature, and wood moisture content. This paper presents the fundamentals of acoustic wave propagation in trees and logs and discusses two different mechanisms of acoustic velocity measurement, time-of-flight for standing trees and resonance for logs. Experimental data from previous studies are reviewed and analyzed to examine the strength of the tree–log velocity relationships and discuss the factors that influence tree velocity deviation. 相似文献
18.
基桩动态响应特性分析 总被引：1，自引：0，他引：1
通过对基桩做一定的假设后,将其简化为一维弹性杆件,根据基桩埋置于地下后的受力情况,推导了应力波在桩身中传播的阻尼波动方程.分别对完全摩擦桩、端承桩、摩擦端承桩分析了其位移和速度的动态响应,并对其多频谐振特性进行了分析.同时指出,可以在频率域中分析桩身的完整性,并根据桩底的嵌固系数来判断基桩与持力层的接触情况. 相似文献