Mechanical evaluation on BFRP laminated bamboo lumber columns under eccentric compression

被引:3
|
作者
Jian, Bingyu [1 ,2 ]
Li, Haitao [1 ,2 ,6 ]
Zhou, Ke [1 ,2 ,3 ]
Ashraf, Mahmud [2 ,4 ]
Xiong, Zhenhua [5 ]
Zheng, Xiaoyan [1 ,2 ]
机构
[1] Nanjing Forestry Univ, Coll Civil Engn, Nanjing, Peoples R China
[2] Nanjing Forestry Univ, Joint Int Res Lab Biocomposite Bldg Mat & Struct, Nanjing, Peoples R China
[3] Jiangsu Mingcheng Architectural Design Co LTD, Yancheng, Peoples R China
[4] Deakin Univ, Geelong, Vic, Australia
[5] Ganzhou Sentai Bamboo Co LTD, Ganzhou, Peoples R China
[6] Nanjing Forestry Univ, 159 Longpan Rd, Nanjing 210037, Peoples R China
基金
中国国家自然科学基金;
关键词
engineered bamboo; LBL columns; eccentric pressure; BFRP; eccentricity; PERFORMANCE;
D O I
10.1177/13694332221138312
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Bamboo has been studied and utilized quite significantly in recent years because of its advantages such as short growth period, good appearance, environmental protection and superior mechanical properties. Bamboo is processed into profiles to address inherent issues with size limitation and self-defects and use of BFRP can enhance the mechanical properties of bamboo for widespread application. In this paper, the mechanical properties of BFRP strengthened chamfered laminated bamboo lumber (LBL) columns with four eccentricity e(0) of 30 mm, 60 mm, 90 mm, and 120 mm were tested. The strengthening effect of BFRP on the performance of LBL columns subjected to eccentric loading was compared with the specimens without any reinforcement. Several analytical models to capture the mechanical performance of BFRP reinforced LBL columns with different eccentricities have been proposed in the current study.
引用
收藏
页码:809 / 823
页数:15
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