PHYSICAL AND MECHANICAL PROPERTIES OF LAMINATED VENEER LUMBER REINFORCED GFRP

被引:3
作者
Buligon, Ediane Andreia [1 ]
Haselein, Clovis Roberto [2 ]
Gatto, Darci Alberto [3 ]
Santini, Elio Jose [2 ]
Rauber, Renata [1 ]
Berger, Camila [4 ]
机构
[1] Univ Fed Santa Maria, Ctr Ciencias Rurais, Engn Florestal, BR-97105900 Santa Maria, RS, Brazil
[2] Univ Fed Santa Maria, Ctr Ciencias Rurais, Dept Ciencias Florestais, BR-97105900 Santa Maria, RS, Brazil
[3] Univ Fed Pelotas, Dept Engn Agr, Curso Engn Ind Madeireira, BR-96019900 Pelotas, RS, Brazil
[4] Univ Fed Santa Maria, Ctr Ciencias Rurais, Programa Posgrad Engn Florestal, BR-97105900 Santa Maria, RS, Brazil
来源
CIENCIA FLORESTAL | 2015年 / 25卷 / 03期
关键词
LVL; fiberglass; epoxy resin; isophthalic resin;
D O I
10.5902/1980509819676
中图分类号
Q94 [植物学];
学科分类号
071001 ;
摘要
The aim of the present research was to evaluate the physical and mechanical properties of LVL reinforced with GFRP with two types of resines. At first, LVL panels were manufactured with nine layers of wood veneer glued with phenol-formaldehyde resin. After, they were reinforced with fiberglass impregnated with epoxy or isophthalic resin or with isophthalic resin. The treatments consisted on the aplication of one, two and four reinforced layers. The properties tested were density, moisture content, static bending in flatwise and edgewise position, modulus of elasticity (MOE) and modulus of rupture (MOR), glue line shear strength by compression loading. The epoxy and the isophthalic resin showed the same mechanical qualities among different treatments. MOE panel in flatwise position was influenced by one reinforcement layer and MOR was influenced by two reinforcement layers. In the edgewise position, MOE and MOR values remained stable among the treatments with two fiberglass reinforcement layers. The epoxy resin presented higher glue line resistance and higher percentage of wood failure. Isophthalic and phenolic resin presented similar values of glue line strength. However, the isophthalic resin had lower percentage of wood failure. Thus, the reinforcement with one layer of fiberglass with epoxy resin on the tensile side would be enough to boost the mechanical qualities of LVL.
引用
收藏
页码:731 / 741
页数:11
相关论文
共 18 条
[1]  
Biblis E. J., 1965, Forest Products Journal, V15, P81
[2]  
DAGHER H. J., 1996, EFFECT FRP REINFORCE
[3]   Use of Glass-Fiber-Reinforced Polymer Tendons for Stress-Laminating Timber Bridge Decks [J].
Dagher, Habib J. ;
Altimore, Frank M. .
JOURNAL OF BRIDGE ENGINEERING, 2005, 10 (01) :21-27
[4]  
DANTAS G., 2011, ADESIVOS ESTRUTURAIS
[5]   Glulam beams reinforced with FRP externally-bonded: theoretical and experimental evaluation [J].
Fiorelli, Juliano ;
Dias, Antonio Alves .
MATERIALS AND STRUCTURES, 2011, 44 (08) :1431-1440
[6]  
FONSECA C. B., 2011, SEGET S EXCELENCIA G, P8
[7]  
GARDNER D., 2000, ADHESIVE BONDING EST
[8]  
HEXON, 2006, B TECN CASCOPHEN, V5
[9]  
LIMA N. N., 2011, ACTA AMAZONICA, V41, P83
[10]  
LVL - Lamenated Veneer Lumber, 2009, PORTAL MAD ASP CUR