Flexural behaviour of structural fibre composite sandwich beams in flatwise and edgewise positions

被引:124
作者
Manalo, A. C. [1 ]
Aravinthan, T. [1 ]
Karunasena, W. [1 ]
Islam, M. M. [1 ]
机构
[1] Univ So Queensland, CEEFC, Toowoomba, Qld 4350, Australia
关键词
Composite sandwich beams; Fibre composites; Modified phenolic core; Flexure; Flatwise; Edgewise;
D O I
10.1016/j.compstruct.2009.09.046
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The flexural behaviour of a new generation composite sandwich beams made up of glass fibre-reinforced polymer skins and modified phenolic core material was investigated. The composite sandwich beams were subjected to 4-point static bending test to determine their strength and failure mechanisms in the flatwise and the edgewise positions. The results of the experimental investigation showed that the composite sandwich beams tested in the edgewise position failed at a higher load with less deflection compared to specimens tested in the flatwise position. Under flexural loading, the composite sandwich beams in the edgewise position failed due to progressive failure of the skin while failure in the flatwise position is in a brittle manner due to either shear failure of the core or compressive failure of the skin followed by debonding between the skin and the core. The results of the analytical predictions and numerical simulations are in good agreement with the experimental results. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码:984 / 995
页数:12
相关论文
共 27 条
[1]  
[Anonymous], 1991, Reinforced concrete structures
[2]  
[Anonymous], 2005, STRAND7 REL 2 3 7 FI
[3]  
[Anonymous], P INT WORKSH FIBR CO
[4]  
[Anonymous], C39300 ASTM
[5]  
*ASTM INT, 1999, C27499 ASTM INT
[6]  
Bank LC., 2006, COMPOSITES CONSTRUCT
[7]   A quasi-2D finite element formulation for the analysis of sandwich beams [J].
Bekuit, J. -J. R. B. ;
Oguamanam, D. C. D. ;
Damisa, O. .
FINITE ELEMENTS IN ANALYSIS AND DESIGN, 2007, 43 (14) :1099-1107
[8]  
Bootle K R., 1983, Wood in Australian - Types, Properties and Uses
[9]   Manufacture, testing and numerical analysis of an innovative polymer composite/concrete structural unit [J].
Canning, L ;
Hollaway, L ;
Thorne, AM .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 1999, 134 (03) :231-241
[10]   Flexural behavior of sandwich beams fabricated by vacuum-assisted resin transfer molding [J].
Dai, J ;
Hahn, HT .
COMPOSITE STRUCTURES, 2003, 61 (03) :247-253