Withdrawal behaviour of mechanical fasteners in laminated bamboo lumber

Author:

Chen Guo1,Zhang Enhao2,Wu Di2,Wang Chang2,Zhou Tong2

Affiliation:

1. Professor, National Engineering Research Center of Biomaterials, Nanjing Forestry University, Nanjing, China; College of Civil Engineering, Nanjing Forestry University, Nanjing, China; China Railway First Group Third Engineering Co., Ltd, Baoji, Shaanxi, China (corresponding author: )

2. Master degree candidate, College of Civil Engineering, Nanjing Forestry University, Nanjing, China

Abstract

Experiments were conducted to evaluate the effect of shank diameter, shank type, penetration depth and insertion direction on the nail-holding behaviour of laminated bamboo lumber (LBL). It was found that the shank type of the fastener had a significant effect on the failure mode. Nails, with a smooth shank, were pulled out directly from the LBL without other visible damage. However, when screw fasteners were used, bamboo fibres around the screws were torn. The load–slip curves of the specimens were linear up to the maximum load and the relative slip between the fasteners and the LBL was small at this stage. However, the post-peak performance of both nails and screws varied significantly on the descending portion of the curves. Specimens with nails inserted parallel to the grain showed the smallest nail withdrawal capacity, followed by specimens with nails inserted in the tangential and radial directions. As expected, the withdrawal capacity of the specimens increased linearly with an increase in embedment depth and shank diameter. The experimental load–slip curves were compared with existing theoretical models and the most suitable models to predict the load–slip relationship of the withdrawal behaviour of nails and screws in LBL were identified.

Publisher

Thomas Telford Ltd.

Subject

Building and Construction,Civil and Structural Engineering

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Editorial;Proceedings of the Institution of Civil Engineers - Structures and Buildings;2024-03

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3