共查询到18条相似文献，搜索用时 406 毫秒
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木材损伤断裂过程的声发射特性与Felicity效应 总被引：5，自引：0，他引：5
以2种针叶材、2种阔叶材为试材,研究无缺陷试件和含横纹裂纹试件在弯曲破坏过程中材料内部微结构演化的声发射特性,并利用声发射特征参数对几种损伤类型进行辨识.结果表明:1)无缺陷试件在加载初期声发射事件发展较为缓慢,且出现的主要是一些低振幅的AE信号,而大量高振幅AE信号出现在峰值载荷附近及韧性断裂阶段;2)利用声发射监测含裂纹试件在三点弯曲载荷下的损伤并断裂全过程,可以明显地识别裂纹尖端启裂和扩展的不同阶段;3)声发射信号的特征与损伤模式有关,胞壁断裂对应的AE特征为高幅值、高能量及长持续时间,而胞壁界面损伤与层裂损伤和细胞屈服与压溃损伤对应的AE特征为低幅度、低能量及短持续时间;4)木试件在低载荷水平下呈现Kaiser效应,而在高载荷水平下呈现Felicity效应,应用Felicity比能够较好地反映木结构的损伤程度. 相似文献
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鱼鳞云杉TR型裂纹的演化与破坏模式 总被引：1，自引：0，他引：1
在环境扫描电子显微镜样品舱内低真空模式下,对鱼鳞云杉木材小试样进行垂直于纹理方向的原位拉伸试验,实时监测TR系统裂纹扩展的全过程.在生长轮层次上,TR裂纹以台阶式生长方式穿过早晚材;在细胞层次上,TR裂纹以劈裂模式在胞间层或接近胞间层处分离细胞.用数字散斑相关方法计算试件在破坏之前的位移场和应变场,定量地展示载荷传递的详细信息,证实具有非均质的木材的微、细结构对其力学性能的影响.结果表明:将环境扫描电子显微镜下的力学试验与数字散斑相关分析相结合的研究方法,可从本质上揭示木材的细、微观力学损伤机制. 相似文献
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榫卯松动是木结构产生损伤的主要原因，为准确评估木构件的榫卯松动程度，采用压电陶瓷和数字图像相关法对木构件拔榫距离进行监测试验。首先基于压电陶瓷主动感应法和小波包能量法得到时域信号图，分析拔榫距离与电压值的关系。然后利用数字图像法实时检测拔榫过程中榫卯表面应变场信息变化。结果表明：拔榫距离越大，传感器接收能量和电压值越少；数字图像法可实时监测构件表面应变场信息变化，并根据应变演化规律检测木构件拔榫距离。试验结果可为木构件榫卯松动程度的检测研究与实际工况测量提供依据。 相似文献
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作为一种主动无损检测方式, 声发射技术通过分析被测物体内部因能量变化所引发的弹性波的特征, 判断物体内部损伤程度并确定损伤位置。声发射技术为木材加工过程应力监测提供了一种主动无损检测模式, 但受木材自身各向异性等特点的限制, 目前声发射技术在木材工业中的应用尚处于探索阶段。为此, 文中重点介绍了目前声发射技术在木材切削加工、木材及木质结构、木材力学性能、木材干燥过程等木材加工过程的应用现状, 并在此基础上根据木材声发射信号特点, 提出一种基于LabView及高速采集设备的木材干燥过程声发射监测系统设计方案。 相似文献
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岩石在荷载作用下会产生破裂损伤,力学特性发生退化。为研究北山花岗岩在三轴压缩状态下的力学特性和破裂演化机制,采用MTS815 Flex Test GT和PCI-2声发射(AE)系统对北山花岗岩试样进行了三轴压缩试验,利用采集的声发射信号分析了试样的破裂演化机制,获得了北山花岗岩变形参数,并拟合得到了MohrCoulomb强度准则参数φ=53.25°,c=32.37 MPa,Hoek-Brown强度准则参数σc=173.23 MPa,mi=32.78,s=1,其中参数mi在低围压区间敏感性较强,在高围压区间拟合效果较好。试验结果表明:北山花岗岩的弹性模量与泊松比均随围压的增大呈非线性增长,当围压超过20 MPa时,泊松比趋于稳定;北山花岗岩三轴压缩应力-应变曲线峰前段主要分为初始压密、弹性变形、裂纹稳定扩展和裂纹非稳定扩展4个阶段;基于体积应变模型和体积应变法求得了各阶段分界点的特征应力,即裂隙闭合应力、起裂应力和裂纹损伤应力,特征应力均随围压增加而增大,起裂应力比为0.56~0.58,闭合应力比为0.32~0.44,损伤应力比0.73~0.87;试样的破坏形态主要为单面剪切破坏,且破裂角随围压增加而逐渐减小,低围压下张性劈裂对岩石破坏具有一定的影响,随着围压升高,劈裂成分逐渐减小破裂面趋于平整。 相似文献
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动态载荷下基于声发射技术的杨木破坏过程检测 总被引：5，自引：0，他引：5
利用声发射检测和力学试验相结合的方法,研究山杨木材在动态载荷下的声发射演变过程;结合木材粘弹性特点,通过声发射参数分析研究在不同受力阶段木材的声发射特点.结果表明:1)声发射信号幅值不连续,是跃迁的;材料断裂前声发射信号的幅值和能量比断裂后小,在断裂点对应声发射信号幅值和能量的局部极大值.2)随时间和载荷的变化,声发射累计撞击数和累计能量增加快慢可以体现杨木在受力条件下的完全弹性、弹性为主的弹塑性共存、塑性为主的弹塑性共存3种状态.3)声发射率和幅值参数可以预测材料纤维开始断裂进入危险期的第一"临界点"和材料大量纤维断裂进入严重危险期的第二"临界点",如果继续加载材料将会破坏断裂. 相似文献
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《林业科学》2021,57(9)
木材干燥应力相关研究是木材科学的重要组成部分,对木材实际加工过程具有重要指导作用,也是制定和优化干燥工艺的依据。本文从木材干燥应力研究的主要试验手段和模型方法 2方面入手,对比分析各种方法的优势和不足,系统总结干燥应力研究现状,以期为木材干燥应力相关研究提供借鉴,推动干燥应力研究向更深层次发展,为木材高质量干燥奠定基础。试验研究方面,传统的叉齿法和切片法依旧是木材干燥应力、应变检测的常规试验方法,数字图像、近红外光谱等现代化技术手段为干燥应力、应变研究提供了新的契机,但至今仍没有一种方法具备绝对的检测精度和实际推广应用条件。模型研究方面,木材流变学理论模型日趋完善成熟,对干燥应力的模拟进入一个瓶颈阶段。随着计算机技术的不断发展以及数值分析软件的逐渐强大,有限元法被用于木材干燥应力的模拟研究,该方法在处理木材这种各向异性材料方面具有一定优势,目前处于快速发展阶段。根据现阶段木材干燥应力研究现状,试验手段和模型方法对于干燥应力研究均具有不可替代的作用,二者结合是全面研究干燥应力的关键,试验探寻能够快速、精准、连续检测木材干燥应力的新装置或新技术依然是未来的研究重点。有限元法是木材干燥应力模型研究最具潜力的数值分析方法,未来适用性广泛的模型构建要立足于木材自身的多尺度、多层级结构特征,利用先进仪器设备获取精准的模型参数,并将所建模型纳入干燥设备控制系统,指导和服务于实际生产。 相似文献
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《Wood material science & engineering》2013,8(4):335-343
AbstractMost of the cracks are caused by changes in temperature and relative humidity which lead to shrinkage and swelling of the wood and thereby induce stresses in the structure. How these cracks influence the strength of the wooden structure, especially the shear strength, is not well understood. However, it is reasonable to expect that cracks have an impact on the shear strength as they preferably run along the beams in the direction of grain and bond lines. The purpose of this study was to investigate the load-bearing capacity of cracked glulam beams and to find a model that could predict the failure load of the beams due to the cracks. Three-point bending tests were used on glulam beams of different sizes with pre-manufactured cracks. An orthotropic elastic model and extended finite element method was used to model the behaviour of the cracked beams and to estimate the load-bearing capacity. The conclusions were validated by numerical simulations of the mechanical behaviour of three-point bending of glulam beams with different crack locations. The crack initiation load was recorded as the failure load and compared to the experimental failure load. The results of the compaction simulations agree well with the experimental results. 相似文献
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Acoustic emission patterns from the surfaces of red oak wafers under transverse bending stress 总被引：2，自引：0，他引：2
Summary One of the applications of acoustic emission (AE) technology in the forest products field is likely to be in monitoring and/or controlling the drying of wood. This report describes experiments designed to monitor the acoustic emission patterns from the lower surfaces of small red oak test beams which were undergoing failure in tension perpendicular to the grain. Similar patterns are likely to develop in wood which surface checks during drying.When the wood was green, the emission patterns from beams under test were well defined and could be used to predict the onset of cracking before the surfaces under tension were visibly cracked. These patterns were quite similar to the acoustic response of brittle, glassy polymers under stress. Additional experiments on partially dried test beams showed that the clearly predictable emission patterns disappeared and the general level of acoustic emissions increased. This increase in emissions may correspond to shrinkage, at the cell level, of the partially dried beams.This research was conducted as part of the first authors Ph.D. program at VPI&SU under CSRS project 3333121. The author gratefully acknowledges the support of the U.S.D.A. Eastern Hardwoods Utilization Program 相似文献
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Summary A qualitative analysis is presented of failure, perpendicular to the grain, in laminated timber reinforced with a glass fibre composite. The study is focused on beams with holes of different shape. The stress by corners, infinitesimal cracks and finite cracks are investigated. An initial crack model is suggested that brings about some of the phenomena observed in earlier performed experiments. A crack appears to propagate in the wood but is retarded in the reinforced beams. Eventually, the composite will fracture and failure of the beam follows. Finite element computations suggest that the reinforcement decreases the stress intensity at cracks in the wood and acts as a crack stopper. The reinforcing effect increases with the crack length. A point stress criterion is used to predict failure in the fibre composite. 相似文献
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Alaa A. Bashandy Alaa E. El-Habashi Ahmed K. Dewedar 《Wood material science & engineering》2018,13(4):241-253
This research aims to study the feasibility of repair and strengthening of timber cantilever beams used in historic buildings. It is conducted to investigate the feasibility of using different valid materials and techniques to repair and strengthen timber cantilever beams in new and historic timber buildings. The study is performed in terms of structural performance as well as historic and architectural values. An experimental program of several different materials and techniques is executed. The results are driven in terms of initial cracking load, crack propagation for the tested samples at different loading stages, deflection values, and failure load for each repaired or strengthened material and technique. The main variables are timber types (new and historic), repair and strengthening materials (steel plates, Glass Fiber Reinforced Polymer wrap, and Carbon Fiber Reinforced Polymer laminates), repair or strengthening techniques (near surface mounted and externally bonded system), and cantilever length (1000 and 1250?mm). Test results indicated that using steel plates, glass fiber wrap, and carbon fiber laminates increases the value of failure loads and decreases the deflection at both; repaired and strengthened timber cantilever beams compared to control beams. 相似文献
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Timber is one of the most common materials used in traditional buildings worldwide. Our previous research has suggested that timber shear walls play an important role in resisting external loadings, such as earthquakes. Thus, improving the structural performance of in-filled shear walls can also improve that of the entire structure. In the traditional Taiwanese timber shear wall system, the embedment strength of beams and friction between wooden planks and beams significantly affect the strength of the shear wall. This article proposes a new method of reinforcing traditional timber shear walls in Taiwan by inserting teak and padauk strips into the grooves between wooden planks and beams to increase the embedment strength of beams and the friction between wooden planks and the hardwood strips. A total of 18 full-scale specimens were tested under reversed cyclic loading. The results revealed that the strength and energy dissipation capacities of a wooden shear wall can be significantly increased by inserting teak and padauk strips into the grooves between planks and beams. Furthermore, the simplified calculation method proposed in this study can be used to calculate the strength of both reinforced and unreinforced wooden shear walls with satisfactory agreement. 相似文献
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基于Abaqus有限元分析,对不同榫长的实木榫卯连接梁柱节点和榫长为75 mm的不同层数的正交胶合木(CLT)榫卯连接梁柱节点进行数值模拟,分析其受力状态并提取荷载-位移曲线,与使用金属连接件连接的梁柱节点承载力进行对比,探究将榫卯连接应用在现代木结构中的理论依据。研究表明:竖向荷载作用下,榫长75 mm的榫卯连接梁柱节点承载能力处于M8和M10螺栓连接梁柱节点的理论承载力之间;当榫长增大时,节点的最大承载力逐渐提高,榫长150 mm的榫卯节点承载力已经略微超过M12螺栓连接时的理论承载强度,说明榫卯连接梁柱节点在承载能力上可以满足现代木结构建筑的使用要求。由于榫卯节点的承载力主要受到顺纹抗压强度的影响,因此相比于实木连接榫卯节点,CLT榫卯节点的承载力无显著提高。 相似文献
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基于数字图像处理的樟子松锯材分级研究 总被引：1，自引：0，他引：1
为了解决传统锯材检测方法效率低、劳动强度高和人为因素影响大的问题,笔者运用数字图像处理的方法对樟子松锯材等级进行检测,实现樟子松锯材等级检测的标准化和程序化。根据樟子松锯材缺陷与天然木纹颜色存在显著差距的特点,利用Otsu's方法的最佳全局阈值处理锯材图像得到最佳分割阈值,获得锯材的二值图像,得到缺陷位置像素坐标,将缺陷坐标与锯材实际尺寸对应,计算出相应锯材的净划材尺寸和出材率,完成对锯材等级的划分。利用该方法对75片试件进行表面质量检测和等级划分的准确率为94.67%,分级程序的运行时间约为1.793 s。该方法在保证检测准确率的情况下不仅可以减少检测时间、降低人工劳动强度、提高检测准确率,而且解决了人工检测主观性强的问题。 相似文献
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Acoustic emission analysis of industrial plywood materials exposed to destructive tensile load 总被引：1，自引：0，他引：1
Franziska Ritschel Yang Zhou Andreas J. Brunner Thomas Fillbrandt Peter Niemz 《Wood Science and Technology》2014,48(3):611-631
Several plywood materials made from spruce wood and, for comparison, solid spruce wood were investigated focusing on the sub-macroscopic damage evolution during tensile loading of the specimens. The destructive tests were simultaneously monitored by the acoustic emission (AE) method and strain field deformation measurement using digital image correlation (DIC). The bilinear interpretation of exponential defect growth identified the start of significant nonlinear behavior at 70 % of ultimate strength for all plywood materials. However, already the preceding and more stable damage evolution at lower stress levels has indicated a variation in intensity of the source mechanisms evaluated by AE energy of the detected events. Additional information on the formation of strain field concentration, which correlates with discrete accumulation in AE events and increased spreading in the distribution of AE energy, reveals the complexity of pre-damage due to the variation in cracks’ magnitude and timescales involved. The correlation between ultimate tensile strength and damage accumulation below 70 % of ultimate strength is determined, as well as the influence of layered structures on damage size shown by the percentage distribution of AE energy. 相似文献