Compression strength of hollow sandwich columns with GFRP skins and a paulownia wood core

被引:34
作者
Wang, Lu [1 ]
Liu, Weiqing [1 ]
Hui, David [2 ]
机构
[1] Nanjing Univ Technol, Coll Civil Engn, Nanjing 211816, Jiangsu, Peoples R China
[2] Univ New Orleans, Dept Mech Engn, New Orleans, LA 70148 USA
基金
中国国家自然科学基金;
关键词
Glass fibers; Wood; Strength; Finite element analysis (FEA); Mechanical testing; STRUCTURAL RESPONSE; BALSA WOOD; SHEAR; BEHAVIOR; FOAMS;
D O I
10.1016/j.compositesb.2014.01.013
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper introduced a simple and innovative hollow sandwich columns with GFRP skins and a paulownia wood core (GSW columns), which were manufactured by vacuum assisted resin infusion process. Four full-scale GSW columns were fabricated and tested under axial compression loading to validate the effectiveness of this column. The ultimate axial load capacity, displacement ductility, failure mode and axial force distribution between GFRP skins and wood core were investigated. Meanwhile, the finite element analysis was conducted to extend to investigate the effects of wood density, GFRP skin thickness and hollow ratio on the axial strength which were not considered in the tests. The numerical results revealed that increasing GFRP skin thickness and decreasing the hollow ratio can enhance the ultimate axial load capacity of the columns. Furthermore, increasing the wood density can improve the initial stiffness significantly. The corresponding calculation formulae were also derived to predict the ultimate axial load capacity of sandwich columns. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:495 / 506
页数:12
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