Volume 39 Issue 1
Apr.  2021
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ZHOU Hao-chen, BAI Wen-feng, SU He-xian. Experimental Study on Vertical Load Bearing Capacity of Wall Panel with Wood-frame Covered by Bamboo Strips[J]. JOURNAL OF BAMBOO RESEARCH, 2020, 39(1): 53-60.
Citation: ZHOU Hao-chen, BAI Wen-feng, SU He-xian. Experimental Study on Vertical Load Bearing Capacity of Wall Panel with Wood-frame Covered by Bamboo Strips[J]. JOURNAL OF BAMBOO RESEARCH, 2020, 39(1): 53-60.

Experimental Study on Vertical Load Bearing Capacity of Wall Panel with Wood-frame Covered by Bamboo Strips

  • Received Date: 2019-09-05
    Available Online: 2021-04-29
  • Publish Date: 2021-04-29
  • In order to study the vertical load bearing capacity of wall panel with wood-framed covered by orthogonal oblique placement bamboo strips, three types of composite wall panels specimens, i.e. double-sided bamboo strips, bamboo strips-gypsum boards, and laminate-gypsum boards, were tested to investigate the failure forms, load-deformation curves, and ultimate bearing capacities. The results showed that in the early stage of wall failure, the surface bamboo strips were bent, and the middle parts of the laminate board and the gypsum board were bent. With the load increasing, some nails connecting the laminate board and the gypsum board to the wood frame were pulled out, and some of the bamboo strips bent further. The wall panel damaged by the buckling of vertical keels in the end. The orthogonal placement bamboo strips improved the axial load carrying capacity of the specimen. The ductility of wall panel with bamboo strips was better than that of the laminate board and gypsum board covered wall panel specimen. This indicates that the wall panel with wood-frame covered by bamboo strips has potential engineering application value, and it is beneficial for subsequent theoretical analysis.
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  • [1]
    《木结构设计手册》编辑委员会.木结构设计手册[M].北京:中国建筑工业出版设,2005.
    [2]
    肖登峰. 基于X型篾笆抗震墙技术的装配式竹建筑设计[D].昆明:昆明理工大学,2015.
    [3]
    刘浩,刘玉强,程璐.轻木框架复合墙板轴压力学性能试验研究[J].低温建筑技术,2019,41(5):33-36.
    [4]
    武国芳. 小径木轻型木结构体系及受力性能研究[D].哈尔滨:哈尔滨工业大学,2015.
    [5]
    周楠楠.不同覆板下轻木剪力墙抗侧性能试验研究[J].特种结构,2018,35(4):8-12

    ,21.
    [6]
    陈丹. 磷石膏面板轻木结构剪力墙受力性能研究[D].贵州:贵州大学,2019.
    [7]
    李娜. 轻型木结构剪力墙受力性能有限元分析[D].贵州:贵州大学,2016.
    [8]
    姚斌,李霞镇,钟永.轻型木结构中OSB板的拔出握钉力性能[J].林业机械与木工设备,2019,47(9):19-23.
    [9]
    高建,黄素涌,任海青,等.轻型木结构中定向刨花板的握钉力分析[J].木材工业,2017,31(1):23-26.
    [10]
    中华人民共和国住房和城乡建设部.木结构设计标准:GB50005-2017[S].北京:中国定额工业出版社2017.
    [11]
    付立阳. 适合农村地区的绿色轻型木结构住宅[D].扬州:扬州大学,2009.
    [12]
    苟文源. 村镇装配式复合结构基本力学性能与工业化设计技术研究[D].西安:西安建筑科技大学,2017.
    [13]
    陈正厂. 定向刨花板作为轻型木结构覆板的抗弯性能研究[D].南京:南京林业大学,2012.
    [14]
    John W. van de Lindt. Evolution of Wood Shear Wall Testing, Modeling, and Reliability Analysis:Bibliography[J]. Practice Periodical on Structural Design and Cons. 2004(1).
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