Coefficient of wood bendability as a function of selected factors

被引:17
|
作者
Gaff, Milan [1 ]
Vokaty, Vojtech [1 ]
Babiak, Marian [1 ]
Bal, Bekir Cihad [2 ]
机构
[1] Czech Univ Life Sci Prague, Dept Wood Proc, Kamycka 1176, Prague 16521 6, Suchdol, Czech Republic
[2] Kahramanmaras Sutcu Imam Univ, Fac Forestry, Dept Forest Ind Engn, TR-46040 Kahramanmaras, Turkey
关键词
Coefficient of bendability; Cyclic loading; Laminated wood; MECHANICAL-PROPERTIES; VENEER LUMBER; DENSIFICATION; BEAMS; PINE; LVL;
D O I
10.1016/j.conbuildmat.2016.09.085
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Shaping materials by bending is a frequently used technology. The measure of a material bendability can be taken as the smallest achievable curve radius for the bent material. As bendability depends also on material thickness, this property is most frequently expressed as the ratio of the material thickness and the smallest curve radius achieved. Bending is also an important part of many wood processing technologies. The theoretical expression of wood bendability is, however, rather inadequately studied. The present work focuses on various definitions of the wood bendability coefficient as well as the influence of various factors on its value. In the experimental part of the work, coefficients of wood bendability were defined for beech (Fagus silvatica L.) and aspen (Populus tremula L) We took the following factors into consideration: wood species (WS) (Fagus silvatica L. and Populus tremula L.), material thickness (MT) (4, 6, 10, and 18 mm), degree of densification (DOD) (10% and 20% of the original thickness), and the number of stressing cycles (NC) (0 versus 10,000). The study brings a new quantitative expression of a bendability coefficient. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:632 / 640
页数:9
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