Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
Core Journal of RCCSE
Included in the CAS Content Collection
Included in the JST China
Indexed in World Journal Clout Index (WJCI) Report
YANG Xinyu, YU Xian, ZHANG Ming, FAN Haodong, LI Wenlong, LIU Nanfeng, YU Zhixiang, LIU Changliang, CHEN Shuwei, ZHAO Shixing. Static Bending Test of Bamboo Scrimber Solid Web Beams and Trusses[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(2): 52-59. doi: 10.3724/j.gyjzG24111103
Citation: YANG Xinyu, YU Xian, ZHANG Ming, FAN Haodong, LI Wenlong, LIU Nanfeng, YU Zhixiang, LIU Changliang, CHEN Shuwei, ZHAO Shixing. Static Bending Test of Bamboo Scrimber Solid Web Beams and Trusses[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(2): 52-59. doi: 10.3724/j.gyjzG24111103

Static Bending Test of Bamboo Scrimber Solid Web Beams and Trusses

doi: 10.3724/j.gyjzG24111103
  • Received Date: 2024-11-11
    Available Online: 2025-04-02
  • Bamboo scrimber has excellent mechanical properties and is a green building material that meets the requirements of sustainable development. In order to further improve the basic theoretical research on bamboo scrimber members, four-point loading static bending tests were carried out on bamboo scrimber solid web beams and trusses to investigate the effects of horizontal and vertical gluing in the direction of the grain on bamboo scrimber solid web beams, and the effects of tongue-and-groove and plywood connections on the mechanical properties of bamboo scrimber trusses. The results showed that the damage of bamboo scrimber solid web beams was caused by cracking of finger joints, and the finger joints were not easy to crack when glued horizontally in the vertical direction of the grain, the tenon joint trusses showed the strength damage mode of lower chord joint cracking, and the plywood joint trusses were out-of-plane instability; the stiffnesses of the two types of solid web beams were basically the same, but the solid web beams glued vertically in the direction of the grain were of higher bearing capacity, and the strength of the materials were more fully utilised; the two types of trusses had basically equal bearing capacity, but the stiffness of tongue-and-groove jointed trusses was higher. Based on the results of the study, it was recommended that the solid web beams showed be glued horizontally in the vertical direction of smooth grain and the truss rods should be connected by tongue-and-groove type in engineering practice.
  • [1]
    国家林业和草原局.结构用重组竹:LY/T 3194—2020[S]. 北京:中国标准出版社,2020.
    [2]
    国家市场监督管理总局,国家标准化管理委员会.户外重组竹:GB/T 40241—2021[S]. 北京:中国标准出版社,2021.
    [3]
    国家市场监督管理总局,国家标准化管理委员会.重组竹地板GB/T 30364—2024[S]. 北京:中国标准出版社,2024.
    [4]
    李海涛, 宣一伟, 许斌, 等. 竹材在土木工程领域的应用[J]. 林业工程学报, 2020,5(6):1-10.
    [5]
    束必清, 肖忠平, 赵志高, 等. 重组竹框架结构的设计[J]. 林业科技开发, 2014,28(5):82-86.
    [6]
    魏洋, 吴刚, 张齐生, 等. 足尺重组竹受弯构件的试验与理论分析[J]. 土木建筑与环境工程, 2012,34(增刊1):140-145.
    [7]
    周爱萍. 重组竹受弯构件试验研究与理论分析[D]. 南京:南京林业大学, 2014.
    [8]
    周军文, 姜慧辉, 鲁良辉, 等. 重组竹梁受弯承载力试验研究[J]. 建筑结构, 2016,46(23):42-45.
    [9]
    冷予冰, 欧加加, 许清风. 工程竹木梁受弯性能试验研究[J]. 施工技术, 2020,49(15):5-8.
    [10]
    刘英英, 周丹一, 赵全振. 竹桁架力学性能实验研究[J]. 科技创新导报, 2011(8):11-12.
    [11]
    杨益帆. 竹集成材齿板连接试验研究[D].长沙:湖南大学,2022.
    [12]
    伍金梅. 齿板连接GluBam胶合竹节点试验研究[D].长沙:湖南大学,2016.
    [13]
    彭琦. 齿板连接GluBam胶合竹桁架受力性能研究[D].长沙:湖南大学,2017.
    [14]
    中华人民共和国住房和城乡建设部. 木结构试验方法标准: GB/T 50329—2012[S]. 北京: 中国建筑工业出版社, 2012.
    [15]
    中华人民共和国住房和城乡建设部. 轻型木桁架技术规范: JGJ/T 265—2012[S]. 北京: 中国建筑工业出版社, 2012.
    [16]
    中华人民共和国住房和城乡建设部. 木结构设计标准: GB 50005—2017 [S]. 北京: 中国建筑工业出版社, 2018.
    [17]
    吴文清,宋晓东. 重组竹基本力学性能的试验分析与研究[J]. 武汉理工大学学报,2017,39(4):46-51.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (19) PDF downloads(1) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return