扭叶松实木板材三种动态弹性模量和静态弹性模量比较研究(英文)

采用Pundit、Metriguard、FFT等三种无损检测方法和常规弯曲法对加拿大扭叶松(lodgepole pine)蓝变与非蓝变实木板材的动态及静态弹性模量进行检测和比较研究。结果表明,蓝变材三种动态弹性模量及静态弹性模量均高于非蓝变材;对比分析表明,蓝变材和非蓝变材的动态及静态弹性模量存在差异,其中动态弹性模量差异均达到0.01显著性水平,静态弹性模量差异达到0.05显著性水平,并且心、边材及密度值不同是导致以上差异的主要原因。相关性分析表明,动态与静态弹性模量间相关性达到0.01显著性水平;尽管三种无损检测方法测量结果存在差异,但它们之间仍存在密切相关性,FFT 技术测量的准确性高于Pundit和Metriguard;板材中结子数影响木材动态和静态弹性模量,随着板材结子数增加弹性模量相应地降低。     

应力波法应用于结构用单板层积材抗弯性能预测的可行性研究

采用应力波无损检测方法测试结构用单板层积材的动态弹性模量,分析动态弹性模量与抗弯强度的相关性。研究结果表明,动态弹性模量与静态弹性模量之间存在线性相关性,动态弹性模量与抗弯强度之间无显著的线性相关性。     

应力波法评价结构用指接材的抗弯性能

采用应力波无损检测方法测试落叶松、樟子松结构用指接规格材的动态弹性模量,并建立了动态弹性模量与抗弯强度的线性关系。研究结果表明,动态弹性模量与静态弹性模量和抗弯强度之间存在线性相关性。     

基于横向振动法对樟子松木材进行应力分等的研究

以樟子松木材为试验对象,分别运用横向振动法和静态弯曲法得出其动态弹性模量和静态抗弯弹性模量,重点对二者的关系以及尺寸、节子等因素对动态弹性模量的影响进行了研究.其结论是：动态弹性模量与静态抗弯弹性模量以及抗弯强度都有很好的相关关系;尺寸对动态弹性模量没有显著性的影响;节子的个数对木材动态弹性模量有显著性影响.     

四种方法测木质材料动弹性模量的对比研究

为寻找比较准确的估计木质材料静弹性模量的方法,以色木方材为例,采用纵向应力波、超声波、纵向共振和弯曲共振等4种方法检测41个无瑕疵试件的动弹性模量,采用静态载荷法测量其静弹性模量,并分析二者的相关性,采用配对t检验比较不同方法的差异。研究结果表明：四种方法测得的木质材料动弹性模量均高于其静弹性模量,但静、动弹性模量之间均呈显著的线性相关性,R2都大于0.7,因而四种方法都可以用来估计其静弹性模量。其中,弯曲共振法得到的样本试件动弹性模量与静弹性模量的差值均值最小,且相关性最高,因而运用弯曲共振法对木质材料静弹性模量进行估计最为准确,检测值也最接近静弹性模量值。     

纤维板的静曲弹性模量及静曲强度的动态检测

利用振动无损检测法测得纤维板的动态静曲弹性模量,并用一元和二元回归分析了纤维板的密度、静态静曲弹性模量、动态静曲弹性模量、静曲强度之间的相关性。结果表明:纤维板的静态静曲弹性模量与动态静曲弹性模量之间,或动态静曲弹性模量与静曲强度之间均密切线性相关;以纤维板的动态静曲弹性模量和密度为自变量与静曲强度建立的二元回归方程,其相关程度较一元回归更为密切。密度及长度与横截面面积比值较大的纤维板,其动态静曲弹性模量与静态值较为接近。     

应力波法应用于结构集成材抗弯性能预测的可行性研究

采用应力波无损检测方法测试了结构集成材的动态弹性模量,并分析了动态弹性模量与抗弯强度之间的关系。结果表明,动态弹性模量与静态弹性模量和抗弯强度之间存在线性关系。     

基于纵向共振法测试杨树原木应力波波速及弹性模量的研究

在介绍纵向共振法检测木材应力波波速及弹性模量的方法原理的基础上,利用应力波测试仪DirectorHM-200TM对杨树原木的应力波波速及弹性模量进行了测试.检测发现杨树原木的动态弹性模量与三点弯曲法测试的烘干后杨树锯材的静态弹性模量间具有较好相关性;当将杨树原木的密度视为常数时,其应力波波速的平方与烘干后杨树锯材静态弹性模量间仍具有很好的相关性,从而增加了进一步利用该应力波测试仪对木材进行应力分等的可行性,并为下一步自行研制基于该原理的测试仪器提供了依据.     

基于单片机的单板层积材弹性模量的无损检测

笔者介绍了以A1、89C51单片机为核心,应用应力波法测量单板层积材的弹性模量;构建了由加速度传感器、信号调理电路、峰值检测和保持电路、数字处理及显示电路、单片机等组成的测量系统,用以测定单板层积材的动态弹性模量.将动态弹性模量试验数据与力学试验机所测静态弹性模量相比较,得出二者具有显著的相关性,相关系数达到0.9以上.基于单片机的应力波法检测单板层积材的弹性模量,具有尢损、设备简单、成本低,测量效率高等特点,适用于单板层积材的实时在线检测,有较好的应用前景.     

竹质工程材弹性模量检测方法

对竹质工程材弹性摸量无损检测方法初步探索,采用超声波法和冲击回波法检测竹质工程材动弹性模量,对比静态荷栽法所测静弹性模量,分析动、静弹性模量的相关性和配对试件的差值。实验发现：所测动弹性模量均高于静弹性模量,且具有较显著的线性相关性;超声波法相比冲击回波法,其动弹性模量与静弹性模量有较好的线性相关性,且差均值较小。研究表明：超声波法较冲击回波法更能有效检测竹质工程材弹性模量。     

Evaluation of quality indexes of bending performance and hardness for hardwoods

The mechanical properties of 613 small clear specimens of 35 species (11 ring-porous hardwoods, 19 diffuse-porous hardwoods, and 5 softwoods) were evaluated. The aim of the study was to examine indexes of wood quality that are easy to measure and that exhibit a high correlation with bending performance and hardness that are essential properties of hardwood products. The modulus of rigidity, dynamic modulus of elasticity, bending properties (modulus of elasticity, modulus of rupture, stress at the proportional limit, absorbed energy, Tetmajer’s modulus), dynamic energy absorption by an impact bending test, compressive strength parallel to the grain, shear strength, partial bearing strength, and Brinell’s hardness were measured. A high correlation was found between dynamic modulus of elasticity and static modulus of elasticity. Bending stress at the proportional limit was found to be approximately equivalent to the compressive strength parallel to the grain. Static energy absorption correlated with dynamic energy absorption. Tetmajer’s modulus was found to be closely related to the ratio of the initial stiffness within the elastic range to the secant modulus at the maximum load. A high correlation was observed between Brinell’s hardness and partial bearing strength. The difference in the regression coefficients obtained for these correlations between the species groups was small. Part of this study was presented at the All Division 5 Conference of IUFRO, Taipei, October 2007     

Relation between the dynamic modulus of elasticity and the static modulus of elasticity,the modulus of rupture of mandarin peel–sawdust composite board

This study was conducted to determine the relation between the dynamic modulus of elasticity and the static modulus of elasticity, and the relation between the dynamic modulus of elasticity and the modulus of rupture of mandarin peel–sawdust composite boards. The result of this study was as follows: There was highly close linear correlation between the dynamic modulus of elasticity and the static modulus of elasticity, modulus of rupture of the mandarin peel–sawdust composite boards with the density of 0.4, 0.5 and 0.6 g/cm³, and the mandarin peel content of 10, 20, 30 and 40%, thus, the static modulus of elasticity and the modulus of rupture can be predicted from the dynamic modulus of elasticity measured by free vibration test using resonance frequency.     

The use of an acoustic technique to assess wood decay in laboratory soil-bed tests

This study assesses the changes in elastic behaviour (i.e. modulus of elasticity – MOE) and mass loss of different hardwood and softwood species exposed to decay in laboratory soil-bed tests. Elasticity moduli were determined using conventional static methods as well as a dynamic method based on flexural vibration. The results obtained show a high correlation between dynamic and static bending measurements for all the timber species tested at different stages of fungal decay. Furthermore, the non-destructive MOE assessment proved to be a good tool for the early detection of wood decay. Received 5 January 1999     

基于振动法的纤维板动态特性无损检测研究

应用振动无损检测法测定纤维板的动弹性模量,并与力学试验机测定的静弹性模量进行比较.结果表明,应用振动法测得的纤维板弹性模量精度高,动弹性模量与静弹性模量呈密切线性相关.建立了纤维板的动态特性无损检测系统.     

竹木复合建筑混凝土模板的工艺研究

以火车集装箱底板加工剩余物为原料,经过去贴面、磨砂等简单的处理后与杨木单板重组成一种层层交错结构的竹木复合建筑混凝土模板。用单因素实验方法,分析不同热压工艺参数下的静曲强度、弹性模量、含水率,从而确定热压温度、压力、时间的工艺参数范围。用正交实验法测试静曲强度、弹性模量、湿态胶合强度、密度等性能,并进行了方差分析和平均值分析。结果表明:与传统建筑混凝土模板制备方法相比,该工艺省去了去竹青、竹黄、竹节和软化等复杂的竹片材料制备方法。成品的竹材加工剩余物的体积利用率占竹木复合建筑混凝土模板的80%以上,同时节约了生产成本。通过极差分析,热压工艺因素对静曲强度、弹性模量、湿态胶合强度的影响程度都是:热压压力>热压时间>热压温度。通过平均值分析,最优热压参数为:3 MPa、50 s·mm^-1、135℃。