Influence of Different Connection Types on Mechanical Behavior of Girder Trusses

被引:9
|
作者
Que Z. [1 ]
Hou T. [1 ]
Gao Y. [1 ]
Teng Q. [1 ]
Chen Q. [1 ]
Wang C. [1 ]
Chang C. [1 ]
机构
[1] Department of Wooden Structure Construction Engineering, Nanjing Forestry University, Nanjing
来源
关键词
connection node design; girder truss; multiple combination; static load test; wood pin;
D O I
10.21967/jbb.v4i2.229
中图分类号
学科分类号
摘要
The static test of two single light wood trusses and two girder trusses were carried out to explore the performance enhancement effect of girder trusses and the influence of different connection types on the mechanical behavior, which was studied through the comparison of the test results of four trusses. It is found that the girder trusses can show better load-carrying capacity and anti-deforming ability compared with which simply increases the cross-section size of the members. Because of the advantage of the connection materials and the non-fastening connection mechanism, the wood pin-connected truss has more ultimate bearing capacity which is 2.6 times of single truss, and better deformation resistance which is only 66.2% of the nailed one's creep value. © 2019 Nanjing Forestry University
引用
收藏
页码:89 / 98
页数:9
相关论文
共 50 条
  • [1] Influence of Different Connection Types on Mechanical Behavior of Girder Trusses (vol 4, pg 89, 2019)
    不详
    JOURNAL OF BIORESOURCES AND BIOPRODUCTS, 2023, 8 (01):
  • [2] EFFECT OF DIFFERENT WOOD DOWELS ON MECHANICAL PROPERTIES OF TRIANGULAR GIRDER TRUSSES
    Zhang, Liuliu
    Chang, Cheng
    Yang, Shuming
    Hou, Tongyu
    Liu, Yifan
    Que, Zeli
    WOOD RESEARCH, 2021, 66 (03) : 477 - 488
  • [3] Effect of Different-Diameter Wooden Pins on Mechanical Properties of Triangular Girder Trusses
    Yue, Yanming
    Wang, Shuo
    Chang, Cheng
    Ma, Panpan
    Wang, Feibin
    Wang, Zhenlu
    Que, Zeli
    FORESTS, 2024, 15 (09):
  • [4] Effects of Different Connection Types on Mechanical Behavior of Cross-lap Joints of Phyllostachys makinoi Culms
    Lee, Dong-Ying
    Chung, Min-Jay
    Tsai, Ming-Jer
    Lee, Chia-Ju
    BIORESOURCES, 2024, 19 (04): : 7911 - 7930
  • [5] Influence of lateral pressure on mechanical behavior of different rock types under biaxial compression
    Zhang, Wei
    Guo, Wei-yao
    Wang, Zhi-qi
    JOURNAL OF CENTRAL SOUTH UNIVERSITY, 2022, 29 (11) : 3695 - 3705
  • [6] Investigation on mechanical performance of prestressed concrete box-girder bridge strengthened using composite trusses with different shapes
    Hou, Peng
    Yang, Caiqian
    Yang, Jing
    Pan, Yong
    STRUCTURAL CONCRETE, 2024, 25 (03) : 1620 - 1636
  • [7] Research on flexural behavior of composite box continuous girder with corrugated steel webs and trusses
    Dong, Jucan
    Chen, Yiyan
    Wu, Qingxiong
    Hu, Aoxiang
    Jiang, Ruijuan
    Wang, Chengwei
    Tong, Zhaojie
    Song, Hua
    Xu, Tianhua
    ADVANCES IN STRUCTURAL ENGINEERING, 2021, 24 (15) : 3580 - 3593
  • [8] Basic mechanical behavior of ECC made with different types of fibers
    Wang W.
    Kuang Y.
    Tian J.
    Zheng Y.
    Chen Y.
    1600, Editorial Board of Journal of Basic Science and (24): : 148 - 156
  • [9] Behavior of stub girder floor system with partial shear connection
    Mashaly, El-Sayed
    ZienEldin, Hesham
    El-Heweity, Mohamed
    Ismail, Raafat
    Ismail, Howida
    ALEXANDRIA ENGINEERING JOURNAL, 2010, 49 (04) : 357 - 370
  • [10] Influence of different connectors on mechanical performance of composite box girder with corrugated steel webs
    Wang, Shengbao
    Harbin Gongcheng Daxue Xuebao/Journal of Harbin Engineering University, 2012, 33 (12): : 1492 - 1497