Lundström Tor, Stoffel Markus, Stöckli Veronika
WSL, Swiss Federal Institute for Snow and Avalanche Research SLF, 7260 Davos Dorf, Switzerland.
Tree Physiol. 2008 Mar;28(3):355-66. doi: 10.1093/treephys/28.3.355.
The bending and growth characteristics of large fresh stems from four silver fir (Abies alba Mill.) and three Norway spruce (Picea abies (L.) Karst.) trees were studied. Twenty logs taken from different stem heights were subjected to four-point bending tests. From the bending test records, we calculated stress-strain curves, which accounted for detailed log taper, shear deformation and self weight. From these curves we determined, among other parameters, the modulus of elasticity (MOE), the modulus of rupture (MOR) and the work absorbed in bending (W). No significant differences were found between species for the wood properties examined. Values of MOE, MOR and W generally decreased with stem height, with MOR in the range of 43 to 59 MPa and MOE ranging from 10.6 to 15.6 GPa. These MOE values are twice or more those reported for stems of young Sitka spruce (Picea sitchensis (Bong.) Carr.) trees. Based on the radial growth properties measured in discs from the logs, we calculated predicted values of MOE and MOR for the stem cross section. The predictions of MOE were precise, whereas those of MOR were approximate because of a complex combination of different failure mechanisms. Methods to test and calculate MOE, MOR and W for the stems of living trees are discussed with the aim of improving analyses of tree biomechanics and assessments of forest stability protection.
对取自四株欧洲冷杉(Abies alba Mill.)和三株挪威云杉(Picea abies (L.) Karst.)大树的新鲜大径材的弯曲和生长特性进行了研究。从不同树干部位截取了20根原木进行四点弯曲试验。根据弯曲试验记录,我们计算了应力-应变曲线,该曲线考虑了原木的详细锥度、剪切变形和自重。从这些曲线中,我们确定了除其他参数外的弹性模量(MOE)、抗弯强度(MOR)和弯曲吸收功(W)。在所研究的木材特性方面,未发现不同树种之间存在显著差异。MOE、MOR和W的值通常随树高降低,MOR在43至59兆帕之间,MOE在10.6至15.6吉帕之间。这些MOE值是报道的幼年西加云杉(Picea sitchensis (Bong.) Carr.)树干部位值的两倍或更多。根据从原木圆盘上测量的径向生长特性,我们计算了树干横截面的MOE和MOR预测值。MOE的预测较为精确,而MOR的预测则是近似值,因为存在不同破坏机制的复杂组合。讨论了活树树干MOE、MOR和W的测试和计算方法,旨在改进树木生物力学分析和森林稳定性保护评估。