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Experimental investigation on the dowel-bearing properties of neosinocalamus affinis-based bamboo scrimber.

Authors :
Zhang, Ming
Fan, Haodong
Li, Wenlong
Wu, Hongsen
Yu, Zhixiang
Zhao, Shixing
Zhou, Qiaoling
Chen, Shuwei
Behnejad, Alireza
Parke, Gerry
Source :
Engineering Structures. Apr2024, Vol. 304, pN.PAG-N.PAG. 1p.
Publication Year :
2024

Abstract

The experiments on the dowel-bearing of neosinocalamus affinis- based bamboo scrimber (NABS), considering the angles between load and fiber direction (LFD) and the dowel diameters, were carried out to investigate the dowel-bearing properties, including its failure modes, dowel-bearing strength, and embedded initial stiffness. Referring to the standard ASTM D5764, a controlled displacement was employed to load till specimen failure during the experiments. Then, the load-displacement curves of all specimens were obtained, and the dowel-bearing strength of NABS was calculated based on the load-displacement curve according to the 5 % bolt diameter offset method, and the embedded initial stiffness was derived from the slope of the elastic region of the load-displacement curve. Through a sorting-out and analysis of the experimental results, the types of damage modes of the specimens transit from brittle failure to plastic failure with the LFD angles increases from 0° to 90°, which is mainly dominated by adhesive layer damage; The dowel-bearing strength of NABS at each LFD angle exhibits stability, the coefficient of variation is between 2.4 % and 10.2 %, and its average for each group was calculated, respectively, which decreases with the increase of bolt diameter; Similar to the dowel-bearing strength, the coefficient of variation of embedded initial stiffness is between 2.2 % and 9.2 %, and its average for each group was also computed individually, which increases with the increase of bolt diameter and decreases with the LFD angles increases from 0° to 90°. Finally, the empirical equations for predicting the dowel-bearing strength of NABS were developed by regression analysis of the experimental data and Hankinson formula, and the equation to predict the embedded initial stiffness under different LFD angles was discussed. The results can benefit to depth understanding of the dowel-type connection and structural design of bamboo scrimber. • We conducted experiments on dowel-bearing of neosinocalamus affinis-based bamboo scrimber (NABS). • The effect of the dowel diameter and LFD angle on the dowel-bearing properties was considered in the experiments. • The dowel-bearing properties and failure modes of bamboo scrimber was obtained from experiments. • An empirical prediction model of dowel-bearing properties of the bamboo scrimber was proposed by experimental results. [ABSTRACT FROM AUTHOR]

Details

Language :
English
ISSN :
01410296
Volume :
304
Database :
Academic Search Index
Journal :
Engineering Structures
Publication Type :
Academic Journal
Accession number :
175724776
Full Text :
https://doi.org/10.1016/j.engstruct.2024.117618