Influence of growth stresses and material properties on distortion of sawn timber - numerical investigation

被引:0
作者
Johansson, Marie [1 ]
Ormarsson, Sigurdur [2 ]
机构
[1] Vaxjo Univ, Sch Technol & Design, S-35195 Vaxjo, Sweden
[2] Univ Denmark, Dept Civil Engn Tech, DK-2800 Lyngby, Denmark
基金
瑞典研究理事会;
关键词
modulus of elasticity; longitudinal shrinkage; spiral grain angle; shape stability; RESIDENTIAL CONSTRUCTION-INDUSTRY; NORWAY SPRUCE TIMBER; MOISTURE VARIATION; SHAPE STABILITY; PART; TWIST; SUBSTITUTION; SIMULATION; LUMBER; STUDS;
D O I
10.1051/forest/2009045
中图分类号
S7 [林业];
学科分类号
0829 ; 0907 ;
摘要
The board distortion that occurs during the sawing and the drying process causes major problems in the utilisation of sawn timber. The distortion is highly influenced by parameters such as spiral grain angle, modulus of elasticity, shrinkage, growth stresses and sawing pattern. In this study a finite element simulation of log sawing and timber drying was performed to study how these parameters interact to affect board distortion. A total of 81 logs with different material combinations were simulated. From each simulated log four boards with different annual ring orientation were studied. The results showed that the elastic modulus, shrinkage coefficient and growth stresses had a large influence on the final bow and spring deformation. After sawing of the log into boards, the release of growth stresses was the main contributor to the bow and spring deformation. For boards with low modulus of elasticity, the bending distortion became larger than for the boards with high modulus of elasticity. The twist deformation was very small after sawing but increased significantly during drying of the boards. The results showed that spiral grain angle and the board location within the log were the main contributors to the twist deformation.
引用
收藏
页码:604 / 604
页数:10
相关论文
共 29 条
[1]  
ALHASANI MA, 1999, GROWTH STRESSES NORW
[2]  
Archer R., 1987, Growth stresses and strains in trees
[3]   Analytical model of twist in Norway spruce (Picea abies) timber [J].
Bäckström, M ;
Johansson, M .
SCANDINAVIAN JOURNAL OF FOREST RESEARCH, 2006, 21 (01) :54-62
[4]  
Balodis V., 1972, Wood Science, V5, P44
[5]   Geometric model to predict twist in unrestrained boards [J].
Booker, RE .
WOOD SCIENCE AND TECHNOLOGY, 2005, 39 (04) :269-289
[6]  
DAHLBLOM O, 2000, CHARACTERISATION LON
[7]  
Eastin IL, 2001, FOREST PROD J, V51, P30
[8]  
Eastin IL, 1999, FOREST PROD J, V49, P21
[9]  
Fang CH, 2008, ANN FOREST SCI, V65, DOI 10.1051/forest:2008008
[10]  
Johansson M, 2003, WOOD FIBER SCI, V35, P445