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1.
One of the most important quality aspects of a laminated veneer product is its shape stability under changing relative humidity (RH). This study aimed to establish an understanding of how the orientation of individual veneers in the laminate, i.e., orientation according to fibre orientation and orientation of the loose (the side with ‘lathe checks’) or tight side of the veneer, affects the shape stability. Three-ply laminates from peeled veneers of beech (Fagus sylvatica L.) were studied. The four types of laminate were the following: loose sides of all veneers in the same direction (cross and parallel centre ply) and loose sides of the outer veneers facing inward (cross and parallel centre ply). Four replicates of each type yielded 16 samples. The samples were exposed to RH cycling at 20% and 85% RH at 20°C, and the shapes of the samples were determined. The shape stability was influenced by the veneer orientation. Laminations with the middle veneer perpendicular to the top and bottom veneer (cross-laminated) showed the best shape stability, especially when the loose sides of the veneers were oriented the same direction. In parallel-laminated veneers, the laminates with opposite directions of the loose sides in the two outermost veneers showed the best shape stability. The major explanation of the behaviour of the laminates is that the loose side expanded more than the tight side from the dry to the humid climate, which was shown by optical 3D deformation analysis (ARAMISTM). After RH cycling, the laminates with cross plies showed visible surface checks only when the tight side was facing outwards. 相似文献
2.
单板的厚度和配置方式对复合定向刨花板性能的影响 总被引：1，自引：0，他引：1
研究了单板厚度和配置方式对复合定向刨花板性能的影响。试验发现：１．复反的强度与刚度随着单板配置方向的改变而明显改变。当单板纹理方向与ＯＳＢ定向方向平行时，复合板在平行于ＯＳＢ定向强度与刚度明显增加，而且在纵横两个方向上的差异也增大；而当单板纹理方向与ＯＳＢ定向方向垂直时，复合板在纵横两个方面的强度与刚度趋于均匀。２．本试验中如果单板以纹理方向的与ＯＳＢ定向方向垂直配置，则在单板厚度为０．８５ｍｍ时 相似文献
3.
Zouheyr Benbrahim Abdellatif Zerizer Louis Denaud Remy Marchal 《Wood material science & engineering》2020,15(4):241-249
ABSTRACT Veneer checking is a common enough occurrence in woodworking. It appears as cracks in the veneer and generally following the grain. Their appearance and the variation of their depth and frequencies have tremendous impact on their utilization. Finding a means of identifying and characterizing the veneer checks is an important ongoing challenge. An automated device, named SMOF, was developed in LABOMAP (Arts et Metiers – France) and achieves this task. By using the SMOF device, the lathe checks occurred in veneers of two species: zeen oak (Quercus canariensis Willd.) and afares oak (Quercus afares Pomel) were detected, automatically imaged and then, the depth and intervals of checks measured. The results were described by statistical distributions that exhibited abnormalities, such as skewness and kurtosis, which were assessed by mode analysis. It has been established that hot soaking temperature (from 60°C to 90°C) reduce slightly the cutting forces for both species, no produce significant heart checks within the loose side of veneers. However, low soaking temperature (from 50°C to 65°C) allow avoiding deeper lathe checking, producing shallower ones acceptable for veneer production. 相似文献
4.
Summary Six hundred short sections taken from 23 flatsawn 2x12-inch planks of construction grade Doughas-fir were tested in tension perpendicular to grain. Most of the specimens contained defects in the form of checks, knots, resin streaks, pitch pockets, and pith. Checks were found to be the major strength-reducing defect. The effect of checks could be analyzed effectively by using the concepts of fracture mechanics. 相似文献
5.
Louis Étienne Denaud Laurent Bléron Alain Ratle Rémy Marchal 《Annals of Forest Science》2007,64(5):569-575
In the course of most wood machining processes, operators are usually able to detect various problems simply by hearing the sound emitted by the process. This is especially true for wood peeling. Lathe checks formation has been identified as one of the typical situations that an experimented peeler can detect. Poplar and beech veneer samples have been produced on a laboratory microlathe, using working conditions deliberately favourable to checking. Forces, sound, and vibration levels were measured during the tests. The lathe check frequencies have been determined on both sound and vibration signals using a local Root Mean Square (RMS) averaging and a peak detection algorithm. This makes possible the evaluation of lathe checks distribution along the veneer length. The technique was validated by measuring the real veneer profile using a specific apparatus developed by IVALSA-CNR in Trento (Italy). 相似文献
6.
The velocity changes of ultrasonic shear waves propagating transversely to the applied stress direction in wood were investigated. The wave oscillation directions were parallel and normal to the uniaxially applied stress direction. The velocities of the shear waves for both oscillations decreased as the compressive load increased, and increased as the tensile load increased. The velocity of the normally oscillated shear wave showed smaller change against the stress applied than that of the parallel oscillated wave. The initial birefringence due to the orthotropy of wood was observed without any stress. Velocity changes in the two principally oscillated shear waves were proportional to the stress within the stress range tested. The acoustoelastic birefringence effect was obtained from the velocity difference between the two shear waves. The relative difference between the two velocities (called acoustic anisotropy) was given as a function of the applied stress. The acoustoelastic birefringence constants were obtained from the relationships between the acoustic anisotropy and the applied stress. 相似文献
7.
8.
对不同密度木质工字梁(IJ)翼缘用杨木酚醛树脂LVL(P-PF-LVL)垂直胶层静曲弹性模量(MOEB)、纵向抗拉强度(MORT)、静曲强度(MORB)和水平剪切强度(MORS)的检测,分析结果表明:1)可以利用MOEB、MORT、MORB和MORS与密度的正相关关系来设计包括IJ翼缘用LVL在内LVL的适当密度,以控制结构用LVL的目标力学性能;2)梁问距为490mm、梁跨为4 500mm、设计荷载为2.5kN/m2的241mm高的IJ翼缘用P-PF-LVL的最小安全密度应略大于0.553g/cm3同时建议提高国标GB/T20241-2006对结构用LVL的MORB的要求,增设结构用LVL的MORT. 相似文献
9.
Effects of grain angles of face veneer on surface wave velocities and dynamic shear moduli of wood-based composites 总被引：1，自引：0，他引：1
Yingcheng Hu Tetsuya Nakao Takahisa Nakai Jiyou Gu Fenghu Wang 《Journal of Wood Science》2005,51(3):286-289
The effects of grain angle of face veneer on surface wave velocity and dynamic shear modulus of three types of wood-based composites were examined using a surface wave propagation method. It was found that grain-angle dependence of surface wave velocity and dynamic shear modulus indeed exists for wood-based composites. Grain angles of face veneer were found to have substantial effects on the surface wave velocities and dynamic shear moduli of wood–plastic composite (WP), wood–fiberboard composite (WF), and wood–metal composite (WM). The orthotropic properties of the three composites were defined as the ratio of surface wave velocities at 0° and 90° grain angles (V0/V90), which were 3.7, 2.2, and 2.0 for WP, WF, and WM, respectively. For WP, WF, and WM, the dynamic shear moduli in the 90° grain angle of face veneer were approximately 7%, 19%, and 25% of that in the 0° grain angle, respectively. The relationships between grain angles of face veneer and the shear moduli of the three types of wood-based composites could be represented by Hankinson’s equation, and their optimal n values were 2.1, 1.2, and 1.3 for WP, WF, and WM, respectively.Part of this study was presented at the 15th Annual Meeting of the Chugoku Shikoku Branch of the Japan Wood Research Society, Higashi-Hiroshima, Japan, September 2003 相似文献
10.
Incorporating size effects in the Tsai-Wu strength theory for Douglas-fir laminated veneer 总被引：1，自引：1，他引：0
Summary This paper elucidates the need to consider the effect of volume on brittle material strengths when these strengths are used in a strength theory. Specifically, Weibull weakest-link theory has been implemented with the Tsai-Wu strength theory to predict the ultimate load carrying capacity of a center point off-axis bending member made from Douglas-fir laminated veneer. Weibull theory has been used in two distinct ways to account for size effects needed to evaluate brittle material strengths (ie. tension perpendicular and parallel to grain, and shear) for the strength criterion. The analytical methods assume linear elastic, plane stress states and have been described and evaluated using probability theory as a framework. Analytical results are in reasonable agreement with experimental findings substantiating the techniques proposed herein. 相似文献
11.
以4个品种的10个6年生桉树无性系为材料,进行立木生长性状调查、原木外观形质检测和单板质量等级划分,运用方差分析、相关分析及多元回归分析,系统地对单板出材率与价值影响因子进行研究。结果表明：4个品种的无性系单板材以尾巨桉无性系价值最高。无性系间立木生长性状存在极显著差异,其中树皮厚度差异最大。单板外观缺陷中的节子,尤其死节（孔洞）、裂缝是降低单板质量等级的主要因子。材积、弯曲度和尖削度是影响单板出材率与价值的主要因子。建立的单板出材率、单段原木价值和单位材积价值预测模型,对指导生产经营具有一定的意义。 相似文献
12.
以广西冷寒区的几个桉树树种的人工林为研究对象,对比分析不同树种的桉木旋切单板外观质量特性以及林分密度对其影响。结果表明：在树种的单板外观质量如针节、活节、死节、孔洞、端裂等方面,各树种之间均差异显著;同样林分密度对其影响也很显著,高林分密度有利于单板外观质量改善;单板外观质量性状聚类分析结果表明：邓恩桉、本沁桉、柳桉、尾巨桉单板材性相近,而粗皮桉和巨桉显著地区别于其他树种;依据外观质量综合评价结果,适合于冷寒区发展的桉树胶合板材培育的有柳桉、邓恩桉、大花序桉、本沁桉树种,以柳桉为最优选择。 相似文献
13.
Yingcheng Hu Fenghu Wang Jiyou Gu Yixing Liu Tetsuya Nakao 《Wood Science and Technology》2005,39(6):439-447
The effects of grain angle, thickness of face veneer, and shelling ratio on dynamic modulus of elasticity (E) of veneer-overlaid particleboard composite (VOP) were examined by using nondestructive test. In this study, the possibility
that E of VOP can be predicted by means of some empirical formula was also discussed. This study has shown that grain angle, thickness
of face veneer, and shelling ratio have substantial effects on E of VOP. The E at 0° of grain angle of face veneer was the largest, decreasing rapidly with increase in the grain angle. The lowest value
of E occurred at 90° of grain angle of face veneer. The relationship between grain angle of face veneer and E of VOP can be expressed in the form of Jenkin’s and Hankinson’s equations. The orthotropic properties of wood and VOP defined
as the ratio E
0/ E
90 were 25.7 for wood and 4.7 for VOP. When the grain direction of face veneer was parallel to the length of the specimens,
the E of VOP increased with increasing shelling ratio. VOP increased E from 125 to 179% over that of the particleboard and veneer thickness from 2.1 upto 3.6 mm. However, when the grain direction
of face veneer was perpendicular to the length of the specimens, the E of VOP decreased with increasing shelling ratio. VOP decreased E from 23 to 41% over that of the particleboard and veneer thickness from 2.1 upto 3.6 mm. The relationship between E of VOP and face veneer thickness can be expressed in the form of a second-order parabolic equation. Rule of Mixture (ROM)
can be used to predict E of VOP from the E of wood element and particleboard element. 相似文献
14.
Summary Douglas fir sample trees from 9 various stands were cut in sawmills. Every board of the converted timber was graded; all defects
in timber were analysed, especially all black and sound knots on the surface of the boards were measured. The percentage of
good boards prooved to be comparatively low. From fertile sites the sawn timber quality seems to be inferior compared with
wood from poorer and dryer sites. Douglas firs grown single between broadleaved stands showed the lowest timber quality. Throughout
the quantity and thickness of black knots were responsible for poor quality. Experiments with production of veneer yielded
useful carved veneers when sliced of quartered and clear logs. Branchless logs from 80 years old Douglas firs could be worked
up to carved veneers, but are too young for peeled veneers. For full veneer logs diameters of 70 cm and structure of small
annual rings is essential.
For saw timber as well as for veneerwood production short rotation below 120 years is not suitable. Moreover pruning is necessary.
相似文献
15.
浸渍塑化杨木单板顺纹弯曲性能研究 总被引：1，自引：0，他引：1
本研究以酚醛树脂为浸渍液,杨木单板为木材试样,对经浸渍塑化处理的杨木单板进行三点弯曲试验,探索了木/竹复合层合板的组分材料--塑化杨木单板受不同压力时的顺纹弯曲弹性性能,并分析了其与塑化压力间的关系.结果表明,塑化杨木单板的静曲模量和静曲强度与塑化压力呈非线性关系.通过对杨木单板试验研究,为木材/竹材复合材料制造过程中的结构设计和生产工艺提供一定的理论依据和基本思路,并对产品的设计、组织现场生产和产品质量评估提供一定的参考. 相似文献
16.
简要介绍了无卡轴旋切机的组成及其工作原理，探讨了液压系统参数的变化规律及其对旋切单板质量的影响。 相似文献
17.
Hirofumi Ido Hirofumi Nagao Hideo Kato Atsushi Miyatake Yasushi Hiramatsu 《Journal of Wood Science》2010,56(5):422-428
Tests of compression perpendicular to the grain were carried out on laminated veneer lumber (LVL) and timber. The species
tested were sugi, radiata pine, karamatsu, akamatsu, and dahurian larch; two sets of sugi specimens were tested, with the
sugi LVL products being manufactured in different plants. The strength properties of the materials for different loading directions
were compared for LVL and timber. At 5% compressive strain in the same materials, the average stress in the tangential direction
of timber was larger than that in the radial direction for all species except for radiata pine, and the average stress in
the edge-wise direction of LVL was larger than that in the flat-wise direction for all species except for radiata pine. When
the stress at 5% strain was compared in the same direction, the average stress of LVL in the edge-wise direction was larger
than that in timber in the tangential direction for all species, but there were no great differences between the average stress
of LVL in the fl at-wise direction and that of timber in the radial direction for all species except for radiation pine. There
was a close relationship between density and stress at 5% strain in LVL, especially in the edge-wise direction. For all results,
radiata pine did not follow the trend of the other species; The large annual ring width of radiata pine was considered to
have affected the results. 相似文献
18.
无卡轴旋切机的结构、使用和维护 总被引：1，自引：0，他引：1
齐自成 《林业机械与木工设备》2009,37(3):55-58
介绍了简易无卡轴旋切机的结构、传动装置及使用要求,分析了旋切单板的质量缺陷及旋切机故障原因,给出了故障排除方法。 相似文献
19.
20.
Embedding tests parallel and perpendicular to the grain were conducted to produce a database of embedding strength of wood for the design of dowel-type joints. Dowel diameters were 8,12,16, and 20mm. Embedding strength was evaluated by the 5% off-set method and a maximum load up to 5mm displacement according to EN383. The embedding strength parallel to the grain evaluated by the former method showed values close to those obtained with the latter method, but they showed a significant difference in tests conducted perpendicular to the grain. The embedding strength parallel to the grain was 0.9 times as large as the compressive strength parallel to the grain regardless of the evaluation method. The embedding strength perpendicular to the grain evaluated by the 5% off-set method was four times as large as the compressive strength perpendicular to the grain. When the embedding strength perpendicular to the grain was evaluated by a maximum load up to 5mm displacement according to EN383, the ratio of embedding strength perpendicular to the grain to the compressive strength perpendicular to the grain decreased as the dowel diameter increased.Part of this paper was presented at the annual meeting of the Architectural Institute of Japan 1999, Hiroshima, September 1999; the 50th annual meeting of the Japan Wood Research Society, Kyoto, April 2000; and the World Conference on Timber Engineering 2000, Whistler, Canada, July–August, 2000 相似文献