Compression behaviour of the wood-based X-type lattice sandwich structure

被引:5
作者
Zou, Liuxiao [1 ]
Zheng, Tengteng [1 ]
Li, Shuai [2 ]
Zhao, Xin [1 ]
Wang, Lifeng [1 ]
Hu, Yingcheng [1 ]
机构
[1] Northeast Forestry Univ, Coll Mat Sci & Engn, Key Lab Biobased Mat Sci & Technol, Minist Educ China, Harbin 150040, Peoples R China
[2] Harbin Inst Technol, Sci & Technol Adv Composites Special Environm Key, Harbin 150001, Peoples R China
基金
中国国家自然科学基金;
关键词
MECHANICAL-PROPERTIES; FIBER; DESIGN; PANELS;
D O I
10.1007/s00107-020-01597-8
中图分类号
S7 [林业];
学科分类号
0829 ; 0907 ;
摘要
In this paper, a wood-based X-type lattice sandwich structure was manufactured via a type of insertion-glue method. Oriented strand board (OSB) was used as panel, birch was used as core and epoxy resin was used as adhesive. The compression behavior of the wood-based X-type lattice sandwich structure with different drilling depth (9 mm, 12 mm, and 15 mm), core spacing (12 mm, 30 mm and 48 mm) and core size (L50D8, L60D8) was investigated by a flatwise compressive test and a theoretical model was established to study the elastic constitutive relationship of the X-type lattice sandwich structure, including the equivalent compressive strength/modulus, and the specific strength. Results from the flatwise compressive test and the theoretical model showed that the failure modes of the wood-based X-type lattice sandwich structure were mainly shear failure of the core. The experimental values of compression modulus were less than the theoretical values. The deeper the depth of the drill hole, the shorter the core spacing, and the smaller the core size, the greater the compressive performance of the wood-based X-type lattice sandwich structure.
引用
收藏
页码:139 / 150
页数:12
相关论文
共 41 条
[1]   Sandwich buckling formulas and applicability of standard computational algorithm for finite strain [J].
Bazant, ZP ;
Beghini, A .
COMPOSITES PART B-ENGINEERING, 2004, 35 (6-8) :573-581
[2]   Collapse of truss core sandwich beams in 3-point bending [J].
Deshpande, VS ;
Fleck, NA .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2001, 38 (36-37) :6275-6305
[3]   The topological design of multifunctional cellular metals [J].
Evans, AG ;
Hutchinson, JW ;
Fleck, NA ;
Ashby, MF ;
Wadley, HNG .
PROGRESS IN MATERIALS SCIENCE, 2001, 46 (3-4) :309-327
[4]   Sandwich panels with Kagome lattice cores reinforced by carbon fibers [J].
Fan, H. L. ;
Meng, F. H. ;
Yang, W. .
COMPOSITE STRUCTURES, 2007, 81 (04) :533-539
[5]   Mechanical behaviors and bending effects of carbon fiber reinforced lattice materials [J].
Fan, H. L. ;
Meng, F. H. ;
Yang, W. .
ARCHIVE OF APPLIED MECHANICS, 2006, 75 (10-12) :635-647
[6]   Mechanical behavior of natural fiber-based isogrid lattice cylinder [J].
Hao, Meirong ;
Hu, Yingcheng ;
Wang, Bing ;
Liu, Shuo .
COMPOSITE STRUCTURES, 2017, 176 :117-123
[7]   Environmental load of solid wood floor production from larch grown at different planting densities based on a life cycle assessment [J].
Hu, Siying ;
Guan, Xin ;
Guo, Minghui ;
Wang, Jinman .
JOURNAL OF FORESTRY RESEARCH, 2018, 29 (05) :1443-1448
[8]   Compressive and bending behaviours of wood-based two-dimensional lattice truss core sandwich structures [J].
Jin, Mingmin ;
Hu, Yingcheng ;
Wang, Bing .
COMPOSITE STRUCTURES, 2015, 124 :337-344
[9]   The fabrication and mechanical properties of novel composite lattice structures [J].
Jishi, H. Z. ;
Umer, R. ;
Cantwell, W. J. .
MATERIALS & DESIGN, 2016, 91 :286-293
[10]   Functional relationships between wood structure and vulnerability to xylem cavitation in races of Eucalyptus globulus differing in wood density [J].
Jose Barotto, Antonio ;
Monteoliva, Silvia ;
Gyenge, Javier ;
Martinez-Meier, Alejandro ;
Elena Fernandez, Maria .
TREE PHYSIOLOGY, 2018, 38 (02) :243-251