背面裂隙对杨木胶合界面力学性能的影响  

Influence of lathe checks on mechanical properties of poplar veneer bonding interface

作　　者：关明杰[1] 雍宬[1] 王路[1] 

机构地区：[1]南京林业大学竹材工程研究中心,江苏南京210037

出　　处：《南京林业大学学报（自然科学版）》2014年第5期15-19,共5页Journal of Nanjing Forestry University：Natural Sciences Edition

基　　金：江苏省自然科学基金项目(BK2011822);江苏高校优势学科建设工程资助项目(PAPD);苏北科技发展计划:科技型企业技术创新项目(BC2013425)

摘　　要：采用微观数字散斑干涉技术和宏观剪切强度试验相结合,分析并讨论了杨木单板背面裂隙的存在对其胶合界面微观力学性能和宏观剪切强度的影响;采用淀粉糊、淀粉糊/木粉、豆胶3种封闭剂处理杨木胶合界面上的背面裂隙,探讨改性试样微观应变分布和宏观力学性能之间的关联。结果表明：存在背面裂隙的杨木单板胶合界面上的应变数值较大,达到1.5×10^-3～4.0×10^-3,复合材料整体的强度显著减小;不同封闭剂处理背面裂隙的试件,其胶合界面的应变显著大于未处理的试件;封闭剂处理后,杨木单板层积材干强度未能全部提高,湿强度却出现不同程度的下降。Influence of lathe checks on microscopic mechanical properties of poplar veneer bonding interface and macroscopic shear strength was examined by using microscopic digital speckle pattern interferometry combined with macroscopic shear testing in this paper. In addition,gelatinized starch,gelatinized starch /wood flour compound,soybean adhesive were used to modify lathe checks of poplar bonding interface,and the relationship of microscopic strain distribution and macroscopic mechanical properties of modified samples was discussed. The results showed that the strain values of bonding interface with lathe checks were bigger at the value of 1. 5 × 10^-3- 4. 0 × 10^-3,and the whole composite strength decreased significantly. The strain values of bonding interface modified by different sealing treatment were remarkably bigger than unmodified samples,at the same time,not all dry shear strength increased while all wet shear strength deceased to varying degree.

关 键 词：杨木单板 背面裂隙 封闭改性 数字散斑干涉技术 应变 胶合强度 

分 类 号：S781.2[农业科学—木材科学与技术]