A Study on Torsional Behavior of Glued Laminated Bamboo Glubam

被引:2
|
作者
Wu, Ruijia [1 ]
Mao, Jiaxi [1 ]
Li, Jinyuan [1 ]
Qian, Yiyang [1 ]
Feng, Han [1 ]
Xiao, Y. [1 ,2 ]
机构
[1] Zhejiang Univ, Univ Illinois Joint Inst, Dept Civil Engn, Haining 314400, Zhejiang, Peoples R China
[2] Zhejiang Univ, Joint Res Ctr Biobased Mat & Carbon Neutral Dev Ni, Haining 314400, Zhejiang, Peoples R China
关键词
SHEAR-STRENGTH; MECHANICAL-PROPERTIES; WOOD; MODULUS; COMPOSITES; IOSIPESCU; STRESS; SIZE;
D O I
10.1061/JMCEE7.MTENG-14930
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Glubam is a type of engineered bamboo increasingly attracting research and application interest. This study focused on the torsional shear properties of glubam. Prismatic specimens with square sections were tested using a torsional loading device along with both conventional strain gauge-based instrumentation and a digital image correlation (DIC) system. Testing parameters included thick- and thin-strip glubams, the influence of carbonization of thick-strip glubam, as well as comparative spruce-pine-fir (SPF). Mechanical behavior and properties, including failure process, shear stress-strain relationships, modulus, and strength, were examined. The testing results indicated that carbonization of thick-strip glubam increased its strength slightly; however, specimens failed with more brittleness. The existence of bi-directional bamboo fibers in the thin-strip glubam apparently contributed to the larger deformability compared with the unidirectional thick-strip glubam.
引用
收藏
页数:10
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