TENSION STRESS SIMULATIONS OF LAYERED WOOD USING A FINITE ELEMENT METHOD

被引:0
作者
Gasparik, Miroslav [1 ]
Gaff, Milan [1 ]
Babiak, Marian [1 ]
机构
[1] Czech Univ Life Sci, Fac Forestry & Wood Sci, Dept Wood Proc, CZ-16521 Prague 6, Suchdol, Czech Republic
关键词
Layered material; finite-element method; stress simulation; tension; deformation; BEECH;
D O I
暂无
中图分类号
TB3 [工程材料学]; TS [轻工业、手工业、生活服务业];
学科分类号
0805 ; 080502 ; 0822 ;
摘要
This article investigates the material thickness of the individual layer composition influence on the stresses under tension loading. The SolidWorks application was used for tension stress simulations. This simulated course of tensions was carried out for soft and hard materials as a function of their thicknesses. Hard material was represented by beech wood and soft material by aspen wood. Subsequently, the tensile stress and deformation of various two-and three-layered compositions of these materials were analyzed. Based on our results, the soft material was the weakest link; therefore, the ultimate tensile strength of the entire layered material is directly dependent on it. Hard material can withstand greater tensile stress and deformation without breaking, as soft material does.
引用
收藏
页码:517 / 528
页数:12
相关论文
共 12 条
[1]  
[Anonymous], 3347 ISO
[2]  
[Anonymous], 1306162014 ISO
[3]  
BenCa S., 2006, VYPATOVE POSTUPY MKP
[4]  
Fekiac J, 2015, BIORESOURCES, V10, P866
[5]   Characteristic bending strength of beech glulam [J].
Frese, M. ;
Blass, H. J. .
MATERIALS AND STRUCTURES, 2007, 40 (01) :3-13
[6]   Simulating Stresses Associated with the Bending of Wood Using a Finite Element Method [J].
Gaff, Milan ;
Gasparik, Miroslav ;
Boruvka, Vlastimil ;
Babiak, Marian .
BIORESOURCES, 2015, 10 (02) :2009-2019
[7]  
Glos P, 2004, CIB M 37 ED
[8]  
ISO, ISO 13061-2:2014
[9]  
ISO, 1306112014 ISO
[10]  
Ktidela J., 1999, P WOOD STRUCT PROP Z, P53