黑沙蒿根系抗拉特性及其与化学成分的关联性

[目的] 探讨根系抗拉特性与主要化学成分含量的关联性，以期充实根系固土力学特性研究以及提供矿区生态恢复和植物保护的理论支持。[方法] 以神东矿区广泛分布的多年生灌木黑沙蒿（Artemisia ordosica）为研究对象，利用TY8000伺服式强力机，研究1~4 mm径级直根段、含侧根分支处根段抗拉材料的力学特性并测定各径级的纤维素、半纤维素和木质素，研究根系材料力学及其与化学成分的关联性。[结果] ①随着根系直径增加，黑沙蒿直根段、含侧根分支处根段抗拉力增加，而抗拉强度和杨氏模量减小，且抗拉力、抗拉强度和杨氏模量都与根系直径呈幂函数关系。②直根段、含侧根分支处根段化学成分含量差异显著（p<0.05），平均化学成分含量为：半纤维素（31.69%，32.18%） > 木质素（28.42%，25.30%） > 纤维素（15.50%，15.35%）。③随着根系直径增加，直根段纤维素含量减小，半纤维素和木质素含量增加，而含侧根分支处根段纤维素含量减小，半纤维素和木质素含量无变化。④直根段抗拉强度、杨氏模量与纤维素极显著正相关（p<0.01），与半纤维素、木质素极显著负相关（p<0.01）。含侧根分支处根段抗拉强度、杨氏模量与纤维素极显著正相关（p<0.01），与半纤维素、木质素无相关性。[结论] 黑沙蒿根系抗拉特性与化学成分表现出一定的相关性，且纤维素是影响灌木根系材料力学特性的主要化学组分。     

毛竹顺纹抗拉性质的变异及与气干密度的关系

将毛竹轴向分段(4段)、径向分层(6层)取样,研究其顺纹抗拉弹性模量和顺纹抗拉强度的变异规律,顺纹抗拉性质与气干密度之间的关系.结果表明:毛竹的顺纹抗拉弹性模量和顺纹抗拉强度的径向变异很大,不同位置竹材的顺纹抗拉弹性模量为8.49～32.49 GPa,最外层竹材的顺纹抗拉弹性模量约是最内层的3～4倍;不同位置顺竹材顺纹抗强度在115.94～328.15 MPa之间,最外层竹材的顺纹抗强度是最内层的2～3倍.用直线方程预测毛竹顺纹抗拉性质的效果略优于曲线方程的效果.     

木塑构件强度特性的研究

在包装、家具框架中L型构件是一种比较常见的结构形式.本文通过分析跨距对木塑L型构件结构强度和连接结构强度的影响,得出以下结论:跨距对木塑L型构件结构强度的影响非常显著,跨距越短,结构强度越大;跨距对连接结构强度影响也很大,跨距在190mm左右时,连接性能最好.     

Prediction of the buckling stress of intermediate wooden columns using the secant modulus

We made several buckling tests of wooden columns with intermediate slenderness ratios () and examined the empirical formulas. On the basis of the examination, we formulated an equation for predicting the buckling stress () of an intermediate wooden column. Sitka spruce (Picea sitchensis Carr.) and buna (Japanese beech, Fagus crenata BI.) were used for the studies. A compressive load was applied on the specimen supported with pin ends, and the buckling stress was predicted by the tangent modulus theory and two empirical equations: those of Tetmajer and Newlin-Gahagan. The predicted - relations were compared with the test results, and the applicability of these predictions were examined. Based on the comparisons, we formulated an equation that can predict the - relations of materials with various stress-strain characters in the plastic strain range.     

白杨刨片横纹压缩流变性能

用参数分离法对手工刨切的厚为0.8、0.5、0.35、0.25、0.15mm的白杨刨片进行了横纹压缩流变试验。结果表明,用上述几种厚度的刨片所分别叠成的厚约10mm的试件,其柔量大于厚度为10mm木块试件的柔量;刨片越薄,柔量越大。弹性变形及瞬间塑性变形的增长,意味着实木经过刨切,因反复受力而使木材高聚物分子及细胞壁组织都受到影响,并有一定程度的破坏。实木经过刨切成为薄片后再层叠起来所组成的试样,在横纹压缩流变性能方面所体现的变化,一定程度上与木块受压所发生的变化,在趋势上是一致的。然而,由于前者试样系由薄刨片层叠而成,因而在影响其流变性能的诸多因素中,尚有刨片厚度及刨片层叠方向二者明显的影响作用。     

Effect of temperature and compression on the mechanical behavior of steam-treated wood

The mechanical behavior of steamed spruce wood changes dramatically with compression along the grain, the change being much more moderate perpendicular to the grain. The stiffness decrement due to increased temperature is greatest in the tangential material direction. The stiffness decrement due to compression is greatest along the grain. Compression to 80% compressive strain at 131°C inverts the order of the material directions regarding stiffness, the stiffness being the least along the grain. Plastic strain due to compression is greater at higher temperatures. The compression-induced decrement of stiffness along the grain is greater at higher temperatures, but the off-axis decrement of stiffness is less at higher temperatures.     

Estimation of shear moduli of wood by quasi-simple shear tests

A quasi-simple shear test, which is the most direct method for examining the shear properties of sheet metals, has been applied to measure the shear moduli of wood. Buna (Fagus crenata Blume) with variously sized shear regions was used for the test specimens. Strain gauges were mounted in the center of the shear regions to measure the shear strains. The shear tests were carried out to determine the shear moduli in the radial and tangential planes. Apparent shear moduli obtained from the experimental results were corrected by finite element method (FEM) simulation of the shear region, where both shearing and bending are produced. It was found that the corrected shear moduli are roughly independent of test conditions, and their values are in good agreement with the data obtained from bending-shear tests. This suggests that the method employed here can effectively estimate the shear moduli of wood.Part of this research was presented at the 50th Annual Meeting of the Society of Materials Science, Osaka, May 2001     

基于SHPB试验的桦木压缩动力学特性

【目的】利用木材动态压缩加载试验研究热磨机研磨解离破碎阶段木材原料受动态压缩载荷的动力学特性，并研究应变率、加载方向对木材原料动力学特性的影响，旨在深化木材原料研磨解离机制的研究，为热磨法纤维分离设备及磨片的齿形结构优化设计提供理论指导。【方法】利用 Hopkinson 杆试验装置对含水率为12.65%、密度为0.50 g·cm －3的桦木试件进行应变率约为400，800，1200 s －1，加载方向为径向、弦向和轴向的动态压缩试验，获得桦木在不同应变率及方向上动态压缩加载的解离特征、动态应力－应变曲线及相应的力学特性。【结果】对比分析各组试验后试件的破坏形态发现：1)当应变率约为400 s －1时，径向、弦向和轴向加载的试件主要发生塑性变形；2)当应变率约为800 s －1时，径向加载试件被解离成几大块，并且有一些“火柴棍”状的小试件从大试件上剥离；弦向加载试件沿加载方向上产生更大的塑性变形，并且在试件上、下两端处沿加载方向产生贯穿性裂纹，试件被解离成三大块；轴向加载试件受载面边缘处的纤维大量产生压溃现象，在加载面上产生贯穿性裂纹且有片状小试件从大试件上剥离；3)当应变率约为1200 s －1时，径向加载试件被解离成大量“火柴棍”状的小试件，并且小试件的尺寸明显小于应变率为800 s －1时；弦向加载试件沿加载方向上产生的塑性变形与应变率为800 s －1时相当，但是试件上端处被解离成许多片状的小试件，并且沿加载方向试件上产生了数条贯穿整个试件的大裂纹；轴向加载试件被解离成大量短粗状的小试件，并且小试件上带有明显的褶皱。对比分析各组试验试件的应力－应变曲线发现：1)动态压缩加载条件下桦木的应力－应变曲线可以由屈服点应变分为弹性阶段和屈服后弱线性强化阶段2部分；2)桦木沿径向加载应变率约为400，800，1200 s －1时，其屈服强度和韧性模量分别为4.56，10.49，14.22 MPa 和2.88，8.32，20.70 kJ·cm －3，应变率从400 s －1增加到1200 s －1时，屈服强度和韧性模量分别增加了2.11和6.19倍；3)桦木沿弦向加载应变率约为400，800，1200 s －1时，其屈服强度和韧性模量分别为5.87，7.90，9.65 MPa 和2.53，7.41，12.92 kJ·cm －3，应变率从400 s －1增加到1200 s －1时，其屈服强度和韧性模量分别增加了0.64和4.10倍；4)桦木沿轴向加载应变率约为400，800，1200 s －1时，其屈服强度分别为22.90，71.41，96.37 MPa 和18.79，67.74，114.32 kJ·cm －3，应变率从400 s －1增加到1200 s －1时，其屈服强度和韧性模量分别增加了3.21和5.08倍。【结论】随着应变率的增加，桦木的解离程度加大，径向加载最易解离，轴向加载最难解离；桦木的动态压缩屈服强度、动态压缩韧性模量具有很强的应变率敏感性，是一种应变率敏感材料。     

Numerical simulation of deformations and forces of a floating fish cage collar in waves

The dynamic behavior of a fish cage collar in waves was investigated using a numerical model based on the finite element method. The floating collar and mooring system were divided into a series of line segments modeled by straight massless model segments with a node at each end. To verify the validity of the numerical model, research data from other authors were cited and compared with the simulated results, the comparison of results showed a good agreement. The numerical model was then applied to a dynamic simulation of a floating cage collar in waves to analyze its elastic deformation and mooring line tension. The simulated results indicated that the greatest deformation of the collar taken place in the position of the mooring line connection point when incident waves were in the same direction. An increase in the length of mooring line would help to decrease the mooring line tension of the collar. Furthermore, the effects of collar dimension, including collar circumference, pipe diameter in cross-section, and pipe thickness, on the dynamic behavior of the floating collar were discussed. The results of this study provided a better understanding of the dynamic behavior of the fish cage collar.