Nondestructive test and prediction of MOE of FRP reinforced fast-growing poplar glulam

被引:20
作者
Cheng, Fangchao [1 ]
Hu, Yingcheng [1 ]
机构
[1] NE Forestry Univ, Minist Educ China, Coll Mat Sci & Engn, Key Lab Biobased Mat Sci & Technol, Harbin 150040, Peoples R China
基金
中国国家自然科学基金;
关键词
Structural composites; Mechanical properties; Laminate theory; Nondestructive testing; Properties prediction; SINGULARITY FUNCTION-METHOD; GLUED LAMINATED TIMBER; ELASTIC PROPERTIES; WOODEN BEAMS; MODULUS; VIBRATION; COMPOSITES; PARTICLEBOARD;
D O I
10.1016/j.compscitech.2011.04.007
中图分类号
TB33 [复合材料];
学科分类号
摘要
The modulus of elasticity (MOE) of fiber-reinforced plastic (FRP) reinforced fast-growing poplar glulam was investigated and predicted in this study. Firstly, MOE of FRP reinforced glulam with different FRP lengths were measured by longitudinal vibration and static bending tests and the effect of FRP length on MOE was investigated. Secondly, MOE of FRP globally reinforced (GR) poplar glulam and non-reinforced (NR) poplar glulam was predicted by improved transformed section method based on dynamic MOE of poplar laminas. At last, the deflection curve equation of FRP locally reinforced (LR) poplar glulam was obtained by singularity function method. Then MOE was predicted based on deflection curve equation of LR glulam. The results indicated that the reinforced effect of FRP on MOE of reinforced glulam increased as the FRP length increased. The predicted MOE had a good agreement with measured static MOE of glulam, and the accuracy of MOE prediction of LR glulam decreased as the FRP length decreased. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1163 / 1170
页数:8
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