Experimental study and theoretical analysis on the rotational performance of large-size glulam bolted joints with slotted-in steel plates

被引:14
|
作者
Chen, Zhihua [1 ,4 ]
Zhao, Jingxian [4 ]
Zhao, Shixing [2 ]
Wang, Xiaodun [1 ,4 ]
Liu, Hongbo [1 ,3 ,4 ]
Zhang, Lingbo [4 ]
Xu, Qinnan [4 ]
机构
[1] Tianjin Univ, State Key Lab Hydraul Engn Simulat & Safety, Tianjin 300072, Peoples R China
[2] Sichuan Prov Architectural Design & Res Inst Co Lt, Chengdu 610000, Peoples R China
[3] Hebei Univ Engn, Dept Civil Engn, Handan 056000, Peoples R China
[4] Tianjin Univ, Dept Civil Engn, Tianjin 300072, Peoples R China
基金
国家重点研发计划;
关键词
Glulam bolted joints; Rotational performance; Analytical analysis; Crack modes; Moment-rotation curves; TIMBER; CONNECTIONS; SHEAR; GRAIN;
D O I
10.1016/j.conbuildmat.2022.127785
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents a systematic study of the rotational performance of large-size glulam bolted joints (section height of at least 600 mm). The mechanical properties were investigated experimentally considering both the section height and bolt arrangement. All specimens failed with the splitting of the lowest row of bolts, and the numerical model considering splitting failure was validated by experimental results. According to the first position of crack initiation, crack modes were classified as tensile and compressive, and theoretical derivations of the crack moment were proposed. Moment-rotation curves were accurately obtained using the proposed equations of stiffness and moment.
引用
收藏
页数:18
相关论文
共 50 条
  • [1] Experimental study on rotational behavior of bolted glulam beam-to-column connections with slotted-in flanged steel plates
    Xu T.
    Ma Y.
    Song X.
    Wang M.
    Song, Xiaobin (xiaobins@tongji.edu.cn), 1600, Science Press (38): : 131 - 137
  • [2] Experimental and theoretical study on axial stiffness of CFRP-bolted timber joints with slotted-in corrugated steel plates
    Xu, Zhonggen
    Guo, Xuan
    Zhao, Yatao
    CONSTRUCTION AND BUILDING MATERIALS, 2024, 416
  • [3] Experimental research on the post-fire semi-rigid behavior of the glulam bolted joints with slotted-in steel plates
    Ni, Weibin
    Wang, Xuan
    Zhang, Ronghui
    Zhang, Yongwang
    Wu, Qiuyue
    Sun, Yanyan
    Wang, Lu
    CASE STUDIES IN CONSTRUCTION MATERIALS, 2024, 21
  • [4] Experimental investigation into load bearing capability of bolted glulam beam-to-column joints with standardized slotted-in steel plates
    He M.
    Liu X.
    Wang Y.
    Li Z.
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2023, 44 : 304 - 314
  • [5] Performance of CFRP-Bolted Timber Joints with Slotted-In Corrugated Steel Plates
    Xu, Zhonggen
    Guo, Xuan
    Zhao, Yatao
    Liu, Xueyuan
    JOURNAL OF CONSTRUCTION ENGINEERING AND MANAGEMENT, 2023, 149 (12)
  • [6] Mechanical properties of multi-bolted Glulam connection with slotted-in steel plates
    Cao, Jixing
    Du, Jiandong
    Zhang, Hongmei
    He, Haijie
    Bao, Chao
    Liu, Yingyang
    CONSTRUCTION AND BUILDING MATERIALS, 2024, 433
  • [7] Orthogonal experimental study on mechanical properties of CFRP-bolted timber joints with slotted-in corrugated steel plates
    Guo X.
    Xu Z.
    Zhao Y.
    Zhong D.
    Zhejiang Daxue Xuebao (Gongxue Ban)/Journal of Zhejiang University (Engineering Science), 2024, 58 (04): : 847 - 856
  • [8] Rotational behavior and modeling of bolted glulam beam-to-column connections with slotted-in steel plate
    Sun, Xiaoluan
    Qu, Yiheng
    Liu, Weiqing
    Lu, Weidong
    Yuan, Shenglin
    ADVANCES IN STRUCTURAL ENGINEERING, 2020, 23 (09) : 1989 - 2000
  • [9] Experimental study on mechanical behavior of bolted glulam beam-to-column connections with slotted-in steel plates loaded perpendicular to grain
    Luo L.
    Chen Q.
    Song X.
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2019, 40 (09): : 28 - 36
  • [10] Force–displacement relations of bolted timber joints with slotted-in steel plates parallel to the grain
    Yingyang Liu
    Yixuan Wang
    Yiming Zhang
    Minghui Chen
    Xizhe Nie
    Journal of Wood Science, 2020, 66