共查询到20条相似文献，搜索用时 265 毫秒
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竹胶合板的弹性常数是决定其力学性能的重要指标。为了快速、简便、准确地检测竹帘竹胶合板的弹性模量、剪切模量和泊松比,采用自由板模态法和自由板瞬态激励法动态测试了竹帘竹胶合板的纵、横向板试件的弹性模量E和剪切模量G,采用悬臂板瞬态激励法动态测试了竹帘竹胶合板的泊松比μ;利用静态四点弯曲法试验验证了动态测试竹帘竹胶合板弹性模量、剪切模量和泊松比的准确性与可靠性;并对整板的质量等级、均质性和尺寸效应等进行了机理分析与评价。结果表明：竹帘竹胶合板的动态弹性模量、剪切模量和泊松比均值分别为0.7 GPa、1 300 MPa和0.12,均符合GB/T13123—1991和LY/T 1575—2000中一等品规定要求;竹帘竹胶合板不满足G=E/2(1+μ)的关系式,为各向异性材料;动静态法测试得到竹帘竹胶合板试件弹性常数值一致,且动态测试法具有快速、简便、重复性好和精度高等优点。 相似文献
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以钢琴音板用西加云杉锯材试件为研究对象,依据梁的纵向、横向弯曲原理及其动力学理论,采用振动频率法和声学频率法,测量该批试材在自由支承状态下的基频值,得到杨氏弹性模量值,并对其性能进行评价。 相似文献
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开展悬臂横向自由振动法测试以竹片为基本单元的竹集成材弹性模量试验研究,结果发现:长厚比对振动法测试竹材弹性模量影响显著,长厚比大于30时,剪切力和转动对振动的影响可以忽略,而长厚比小于15时,动弹性模量明显小于静弹性模量;竹集成材密度跟动弹性模量呈正比关系;竹集成材动弹性模量与静弹性模量有显著的线性相关性,其相关系数为0.910。研究表明:悬臂横向自由振动法能实现对竹集成板材弹性模量的检测,且具有较高的准确性。 相似文献
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探究小径级竹材（胸高直径50 mm以下）的抗弯性能实验方法，充分发掘小径级竹材的性能，为小径级竹材的材性研究和工业加工等提供技术支撑，以扩大小径级竹材的用途，提高其利用价值。实验以箬竹、早园竹、苦竹、水竹和笔竿竹5种小径级竹材为研究对象，利用三点弯曲法与四点弯曲法分别测定了不同长径比（试件长度与其直径之比）试样的抗弯弹性模量和抗弯强度，以测试数据的标准差、标准误差和变异系数为评价依据，分析不同长径比的试样和加压弯曲方式对实验结果的影响。结果表明：就加压方式而言，当测试抗弯弹性模量时，三点加压弯曲法优于四点加压弯曲法；就试样长径比而言，长径比为12的试件更适于测试小径级竹材的抗弯弹性模量和抗弯强度。因此，当测试小径级竹材抗弯性能时，宜采用三点加压弯曲方式、长径比为12的试样并按照一定的流程进行操作。 相似文献
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《林产工业》2017,(7)
为了对正交胶合木(CLT)的弯曲性能开展有效预测与评估,验证CLT板件弯曲性能预测值的可靠性,采用自由梁横向振动法,对加拿大铁杉锯材顺纹弹性模量进行动态测试与质量分等;采用悬臂板横向振动法动态测试铁杉锯材的横纹剪切模量和弹性模量;将分等后的铁杉锯材制成足尺CLT楼板、墙板用板材,并采用四点弯曲法静态测试CLT板材的弹性模量值;然后将锯材顺纹弹性模量、横纹剪切模量和弹性模量实测值代入模型公式进行CLT板弯曲性能预测,并与CLT板材静态弹性模量实测值作比较分析。结果表明:CLT主强度方向弹性模量预测值为11 222 MPa,实测值为11 312 MPa,CLT板材的弯曲弹性模量的预测值与其实测值决定系数为0.887,具有较强的相关性;用CLT板材的预测值模型公式评估其弯曲性能指标,具有应用上的可行性和可靠性;铁杉制成的CLT板材弯曲性能达到CLT楼板、墙板等工程用的等级要求。 相似文献
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LIN Lanying FU Feng Research Institute of Wood Industry Chinese Academy of Forestry Beijing China 《中国林业科技(英文版)》2007,6(3):17-25
Resonance flexural vibration（Fast Fourier Transform, FFT）, ultrasonic wave（Pundit） and stress wave（Metriguard） techniques were examined as means of evaluating the static modulus of elasticity （MOE） and predicting the modulus of rupture （MOR） of finger-jointed lumber specimens made with four kinds of Eucalyptus （Eucalyptus. citriodora, E. exserta, E. grandis x E. urophylla and E. grandis）. Dynamic MOE was calculated from frequency and time obtained from forced vibrations and sounds induced in the four species of finger-jointed specimens. It was found that correlation coefficients between density and static MOE and dynamic MOE were statistically significant at the 0.01 level. And it was also found that the three nondestructive techniques can provide rapid and accurate means to determine the MOE, and the dynamic MOE was more accurate to predict static MOE than density. But the correlation coefficient between dynamic MOE, static MOE and MOR were lower than results reported by other researchers for solid wood, and were not statistically significant. It can be concluded that the three nondestructive techniques are useful for evaluating the MOE, but not suitable for predicting the MOR of finger-jointed. 相似文献
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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。 相似文献
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Comparative study on three dynamic modulus of elasticity and static modulus of elasticity for Lodgepole pine lumber 总被引：2，自引：0，他引：2
LIANG Shan-qing FU feng 《林业研究》2007,18(4):309-312
The dynamic and static modulus of elasticity （MOE） between bluestained and non-bluestained lumber of Lodgepole pine were tested and analyzed by using three methods of Non-destructive testing （NDT）, Portable Ultrasonic Non-destructive Digital Indicating Testing （Pundit）, Metriguard and Fast Fourier Transform （FFT） and the normal bending method. Results showed that the dynamic and static MOE of bluestained wood were higher than those of non-bluestained wood. The significant differences in dynamic MOE and static MOE were found between bulestained and non-bluestained wood, of which, the difference in each of three dynamic MOE （Ep. the ultrasonic wave modulus of elasticity, Ems, the stress wave modulus of elasticity and El, the longitudinal wave modulus of elasticity） between bulestained and non-bluestained wood arrived at the 0.01 significance level, whereas that in the static MOE at the 0.05 significance level. The differences in MOE between bulestained and non-bluestained wood were induced by the variation between sapwood and heartwood and the different densities of bulestained and non-bluestained wood. The correlation between dynamic MOE and static MOE was statistically significant at the 0.01 significance level. Although the dynamic MOE values of Ep, Em, Er were significantly different, there exists a close relationship between them （arriving at the 0.01 correlation level）. Comparative analysis among the three techniques indicated that the accurateness of FFT was higher than that of Pundit and Metriguard. Effect of tree knots on MOE was also investigated. Result showed that the dynamic and static MOE gradually decreased with the increase of knot number, indicating that knot number had significant effect on MOE value. 相似文献
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The objectives of this study were to establish the method of evaluating wood mechanical properties by acoustic nondestructive
testing at standing trees and at logs of a Chinese fir (Cunninghamia lanceolata (Lamb.) Hook.) plantation, and to compare three acoustic nondestructive methods for evaluating the static bending modulus
of elasticity (MOE), modulus of rupture (MOR), and compressive strength parallel-to-grain (σc) of plantation wood as well. Fifteen Chinese fir plantation trees at 36 years of age were selected. Each tree was cut into
four logs, for which three values of dynamic modulus of elasticity, i.e., E
sw, of the north and south face based on stress waves to assume the measuring state of the standing tree, E
fr, longitudinal vibration, and E
us, ultrasonic wave, were measured in the green condition. After log measurements, small specimens were cut and air-dried to
12% moisture content (MC). Static bending tests were then performed to determine the bending MOE and MOR, and compressive
tests parallel-to-grain were made to determine σc. The bending MOE of small clear specimens was about 7.1% and 15.4% less than E
sw and E
us, respectively, and 11.3% greater than E
fr. The differences between the bending MOE and dynamic MOE of logs as determined by the three acoustic methods were statistically
significant (P < 0.001). Good correlation (R = 0.77, 0.57, and 0.45) between E
sw, E
fr, and E
us and static MOE, respectively, were obtained (P < 0.001). It can be concluded that longitudinal vibration may be the most precise and reliable technique to evaluate the
mechanical properties of logs among these three acoustic nondestructive methods. Moreover, the results indicate that stress
wave technology would be effective to evaluate wood mechanical properties both from logs and from the standing tree. 相似文献
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采用无损检测方法和静压试验,对由不同物料配比所得到的木塑复合材料动态弹性模量和静态弹性模量性能指标进行了检测,并分析了不同因素对材料弹性模量的影响程度,从而获知各因素对材料性能影响的主次顺序。由相关性分析得知,动态弹性模量与静态弹性模量之间具有很强的相关性。 相似文献
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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 相似文献
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Summary Dynamic methods provide rapid and accurate means to determine Young's modulus, i.e. the modulus of elasticity, of wood. For dry, clear specimens of épicéa commun (Norway spruce, picea excelsa) and sapin pictiné (silver fir, abies amabilis) we present a comparison of results from tests by a resonance flexure method with results obtained from four-point static flexure tests. For a wide range of specimen size the resonance flexure method provides a simpler, more rapidly performed alternative to the classical static flexure method, giving Young's modulus values which are for the spruce and fir specimens of this study, nearly identical to those calculated from the static flexure tests. Results are also presented which show that a resonance longitudinal method yields higher values of Young's modulus and an ultrasonic method yields still higher values. We provide also a comparison of the four test methods applied to isotropic materials.The authors wish to thank Pierre Michel and André Perrin for preparing the test specimens and components of the test apparatus for this study 相似文献
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Summary Compression wood (CW) of the giant sequoia studied had higher values than normal wood (NW) in crushing strength and ultimate stress in tension parallel to grain, in toughness, in modulus of rupture, and in work to maximum load and total work in static bending. In the green condition CW had higher values than NW in stress at the proportional limit and work to the proportional limit, and about the same modulus of elasticity in static bending. In the dry condition CW was about equivalent to NW in work to the proportional limit, but was slightly weaker in stress at proportional limit and modulus of elasticity in static bending. The compression wood of this giant sequoia, even though formed when the tree was suppressed and having relatively narrow rings, can therefore be said to be essentially equivalent to normal wood so far as the mechanical properties tested in this study are concerned.Given at FPRS meeting in Dallas, Texas, June 1972 相似文献
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Eylem Dizman Tomak Elif Topaloglu Nurgul Ay Umit C. Yildiz 《Wood Science and Technology》2012,46(5):905-918
The objective of this study was to investigate the effect of accelerated aging on compression strength, modulus of rupture, modulus of elasticity, color change, volumetric swelling, and volumetric shrinkage of bamboo specimens with and without node sections. In the study, these properties were compared with those of Scots pine and beech wood specimens. Depending on bamboo sections, the aging procedure reduced modulus of rupture, modulus of elasticity, and compression strength. Bamboo specimens showed relatively high strength properties compared to wood specimens due to having high density. Strength properties increased from bottom to top of bamboo culms. The presence of nodes in the specimens reduced compression strength and modulus of rupture but affected modulus of elasticity slightly. Remarkable color changes in specimens were observed after aging. Volumetric swelling and shrinkage of bamboo specimens exposed to aging decreased probably due to heat effect of aging procedure. 相似文献