超声波与应力波在木材内部缺陷检测中的对比研究

采用超声波和应力波分别对木材试件进行了检测,并运用SPSS软件对检测结果进行分析,结果表明：木材密度、孔洞大小及数量对两种波传播参数及动态弹性模量都有不同程度的影响。通过两种波的对比研究,得知二者对木材内部缺陷检测的灵敏度和准确度存在差异。因此在进行木材内部缺陷检测时,应结合实际情况,采用适当的检测方法,从而提高对木材缺陷盼分辨能力。     

木构件内部裂缝损伤与2D应力波图像相关性研究

2D应力波技术是一种木材内部缺陷的现场无损诊断技术,常用于传统木结构中梁、柱等木构件的材质勘查。但是在实际操作过程中发现,2D应力波的检测区域常与损伤的实际区域不一致,影响了木构件材质的准确评估。笔者采用2D应力波技术,以木构件内部裂缝损伤为研究对象,研究了应力波传感头与裂缝损伤的相对位置、裂缝损伤自身状态等因素对2D应力波图像特征的影响。研究结果表明,2D应力波图像与木材内部损伤和传感器相对位置均有密切关系,且损伤程度显著影响2D应力波检测的准确性。     

古建筑木材中应力波传播速度的影响因素

对应力波在古建筑木材中传播速度的影响因素及其影响规律进行了检测和分析,目的是找出各种因素变化与应力波扫描图像之间的关系,从而更好地判定木材内部缺陷的位置和面积。研究表明:含水率对应力波传播速度影响显著;在相同含水率下,应力波径向传播速度大于弦向,其传播方向偏离髓心越远,传播速度越小;树种和年代对应力波传播速度也有影响。     

应力波木材无损检测信号采集系统

应力波木材无损检测技术可在不破坏木材使用性能的前提下,快速的检测出木材的尺寸、规格和基本物理性质等,基于此优点,应力波无损检测技术近几年越来越受到青睐。应力波在木材中传播时,如遇到裂缝、孔洞、裂纹等界面不连续处,就会发生反射、折射、散射和模式转换,对缺陷有很高的敏感性。基于应力波的这种敏感性,本文对应力波在木材中传输时的信号进行采集,通过对采集信号进行频谱分析、小波变换等处理,可进一步得到应力波在木材中的传播速度等参数,从而为鉴别木材的缺陷提供更多的信息。     

木材应力波检测精度的影响因素研究

随着我国林业资源保护的深入化,无损检测被广泛应用于木材的缺陷检测中,木材应力波检测是主要的检测方法,而受其多种因素的影响,导致木材检测缺陷的精度无法提升。为了进一步明确影响木材应力波检测精度的因素,分别对目前检测过程中的形状、传感器数量与位置分布等进行了实验。研究数据表明,林木的形状、传感器数量、传感器位置分布对木材应力波检测精度具有显著影响,相关领域的检测部门,应重点对这3种影响因素进行检测的优化,从而得到更为精准的检测数据,促进林业资源的稳定前行。     

应力波木材无损检测技术应用及研究进展

文中概述了应力波传播机理及应力波木材无损检测技术的优缺点与工作过程,介绍了现阶段木材无损检测领域内常用的几种应力波木材检测设备,对其特点进行了分析,并从力学性能检测、内部缺陷检测和影响应力波传播速度的因素3个方面对应力波木材无损检测技术的研究进展进行总结分析,预测其发展前景,以期为该领域的进一步研究提供参考。     

含水率对山核桃树木材应力波频谱的影响

对5组山核桃(Carya cathayensis)木材健康试样和5组腐朽试样在不同含水率下的应力波频谱进行测试,分析应力波频谱中共振频率随含水率的变化规律。结果表明:含水率是影响木材中应力波频谱的重要因素,应力波频谱中的共振频率随含水率的增加呈逐渐下降趋势,在含水率低于纤维饱和点时,应力波频谱中共振频率随含水率下降幅度相对较大,反之则较小,且对高频部分共振频率的影响比低频部分共振频率较大;健康和腐巧两种试材含水率与应力波频谱中共振频率之间的线性回归模型拟合优度较高,相关系数R2均高于0.93。     

含水率对原木孔洞缺陷应力波检测效果的影响

应用微单元分析模型,在实验室条件下研究含水率对原禾内部孔洞缺陷检测效果的影响。在不同含水率状态下测试原木内应力波传播速度,分析应力波传播速度与含水率的相关性,得出原木孔洞缺陷识别质量系数。结果表明,在较低的含水率状态下原木孔洞缺滔检测效果较好。     

应力波断层成像诊断木材内部缺陷

采用应力波断层成像技术对杉木和胡杨木材内部缺陷进行检测,结果表明3种诊断方法均能对木材缺陷进行有效诊断,通过波速矩阵二维图像重构,能够直观显示缺陷部位、大小及形状等信息;断层图像能为树干危险性评价提供依据,但腐朽与空洞界线尚未能准确区分;应力波在健康木材断面传播途径呈规律性,在缺陷出现处应力波波速明显降低,且传播无规律性。     

应力波在树木径切面内的传播速度模型

【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。     

Determining Young’s modulus of timber on the basis of a strength database and stress wave propagation velocity I: an estimation method for Young’s modulus employing Monte Carlo simulation

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.     

板材强度无损检测方法的研究

论述了在线无损检测木材强度的理论方法，阐述了在无损检测系统中利用先进的传感器技术采集板材的各项形体尺寸参数、重量、密度和应力声波信号的方法，并根据FFT技术对采集数据迅速完成弹性模量的实时计算和强度分级记号标印。     

Propagation behavior of acoustic wave in wood

We used acoustic tests on a quarter-sawn poplar timbers to study the effects of wood anisotropy and cavity defects on acoustic wave velocity and travel path, and we investigated acoustic wave propagation behavior in wood. The timber specimens were first tested in unmodified condition and then tested after introduction of cavity defects of varying sizes to quantify the transmitting time of acoustic waves in laboratory conditions. Two-dimensional acoustic wave contour maps on the radial section of specimens were then simulated and analyzed based on the experimental data. We tested the relationship between wood grain and acoustic wave velocity as waves passed in various directions through wood. Wood anisotropy has significant effects on both velocity and travel path of acoustic waves, and the velocity of waves passing longitudinally through timbers exceeded the radial velocity. Moreover, cavity defects altered acoustic wave time contours on radial sections of timbers. Acous-tic wave transits from an excitation point to the region behind a cavity in defective wood more slowly than in intact wood.     

Determining Young’s modulus of timber on the basis of a strength database and stress wave propagation velocity II: effect of the reference distribution database on the determination

A method of determining the Young’s modulus of timber using the stress wave propagation velocity without knowing the timber density was developed in our previous study. This method enables the estimation of Young’s modulus by Monte Carlo simulation using an existing database of the Young’s modulus versus density relationship as reference. Here, in Part II, we consider the effect of the reference distribution database on the accuracy of the estimated Young’s modulus by the developed method. Twelve different reference distribution databases were used in this study, containing Young’s modulus versus density data for more than 13 000 real-size timber specimens of ten different species. We obtained the following results: (1) the distribution of Young’s modulus estimated using an arbitrary stress wave propagation velocity depends on the reference distribution database employed, (2) the most important factor is not that the reference database has data on the same species as the timber in the test, but rather that the reference distribution database covers the foreseeable range of timber densities within the test, and (3) the estimation accuracy is higher than about 80% when the database covers many species and has wide ranges of densities and Young’s moduli. This estimation method was developed in order to measure the Young’s modulus of timber whose density cannot be measured. Considering that the quality of lumber has a large variation, such estimation accuracy will be useful for practical applications.     

Influence of moisture content on estimating Young’s modulus of full-scale timber using stress wave velocity

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.     

不同含水率云南松声发射信号特征

【目的】研究不同含水率条件下云南松试件声发射信号的传播规律,探讨含水率对声发射信号波形的响应,为云南松声发射源定位提供依据,为木材内部缺陷无损检测提供基础数据。【方法】以云南松为试验材料,采用NI高速数据采集设备和LabVIEW软件构建云南松试件声发射信号采集平台,利用铅芯折断模拟声发射源,对绝干、气干、生材和饱水4种含水率状态下的试件表面进行声发射信号采集,通过时差法计算信号在4种含水率状态下的平均传播速率,并运用小波分析对声发射信号波形进行分解和重构,根据软阈值量化方法消除各通道系数和经阈值量化后的各高频层系数,去除非主能量信号以便从噪声中析取微弱的声发射信号。【结果】试验中传感器均以接收表面波信号为主;随着含水率增加,云南松试件表面声发射信号波形和平均声速均大幅度衰减,绝干状态下声发射信号时域波形幅值达到±5.2 V,平均声速可达4 208.77 m·s^-1 ,而饱水状态下信号时域波形幅值仅为±0.6 V,平均声速降至1 414.07 m·s^-1 ,气干和生材状态下信号时域波形幅值和平均声速分别为±4、±2 V和 3 331.79 、 2 328.73 m·s^-1 ,且各含水率状态之间平均声速差在876.98~1 003.06 m·s^-1 范围内;小波变换能有效将“淹没”在噪声中的声发射信号析取出来,4种含水率状态下试件声发射信号频域波形范围在40 ~150 kHz之间,且气干状态下波形峰值出现在110 kHz左右,其余3种均在50 kHz左右达到峰值。【结论】含水率增加可显著改变云南松声发射信号和传播特征,其信号波形和平均声速均与含水率降低呈正比;小波变换在信号降噪处理方面具有明显优势,不仅可去除信号中的大量噪音,而且不会破坏有用信号,保证信号完整性,能更大程度降低对不同含水率云南松试件声发射信号的分析误差,为云南松表面声发射源定位研究及内部无损检测给予试验数据支持;作为一种木材声发射信号采集与分析平台,研究结果可为不同含水率云南松受压变形破坏全过程的声发射特征分析提供必要的基础理论依据。     

应力波技术在木材性质检测中的研究进展

本文简要叙述了应力波检测技术的原理以及在木材性质检测方面的研究进展，在此基础上提出用于木材性质检测的应力波技术的发展趋势。     

应力波在原木中传播理论的研究

对原木中微小单元进行动力学分析,确定应力波沿原木轴向传播的波动方程,应用分离变量法,得出应力波沿原木轴向传播的位移、速度、应力和应变方程。根据波动学理论中的反射和透射原理,从传播方向与界面垂直和不垂直2个方面得出界面两侧位移、速度、应力、应变的关系式。在此基础上,建立传播方向与界面垂直情况下的应力波沿原木径向或弦向传播的位移、速度、应力和应变方程。从这些方程可以得出:微小单元的位移、速度、应力和应变不仅与原木试件的弹性模量、密度有关,而且与小锤的敲击力、小锤与原木试件作用时间、敲击方向有关。     

Internal decay assessment in standing beech trees using ultrasonic velocity measurement

Ultrasonic wave timing inspection was used to detect the internal decay in standing Iranian beech trees (Fagus orientalis). To evaluate the influence of internal decay on ultrasonic velocity, healthy round sections of freshly cut fallen beech trees were selected. Holes [as heart or internal decay indicator and with different shapes (circular and slot) and locations] were manually created and progressively enlarged in the wood section disks, and ultrasonic wave velocity was measured by using a commercial ultrasonic tester (Sylvatest Duo). The results showed that ultrasonic wave velocity linearly and significantly decreased by increasing hole dimensions, and location of holes had no influence on the extent and trend of velocity decrease. Although slots covered a small volume fraction of disks, they had a greater effect on ultrasonic velocities reduction as compared with circular holes.