Bolted Connection of an End-Plate Cantilever Beam: The Distribution of Operating Force

被引:9
|
作者
Oman, Simon [1 ]
Nagode, Marko [1 ]
机构
[1] Univ Ljubljana, Fac Mech Engn, Askerceva 6, SI-1000 Ljubljana, Slovenia
来源
STROJNISKI VESTNIK-JOURNAL OF MECHANICAL ENGINEERING | 2017年 / 63卷 / 11期
关键词
bolted connection; endplate connection; operating force; bolt pretension; structural steel; finite element method; COLUMN CONNECTIONS; BEHAVIOR; JOINTS; SIMULATION;
D O I
10.5545/sv-jme.2017.4638
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
This paper presents an alternative method for calculating the operating forces on bolts in the bolted connections of the end-plate cantilever beams. Since operating force reduces pressure between the joined surfaces the influence of the operating force needs to be considered when determining the clamping force. Therefore, correctly defined operational force on each bolt is a base for all further calculations. To evaluate proposed method, results of four existing analytical methods for calculating the operating forces in the bolted connections of the end-plate cantilever beams are compared with the results of the alternative method and the results gained by finite element analyses. Because finite element analysis take into account all influential parameters it is expected that the results obtained by finite element analyses are a good approximation to reality and can serve as a reference when comparing different analytical methods. It turns out that the results of the proposed method coincide with the results of finite element analyses the most. Only the proposed method correctly determines which bolts in the connection are subjected to the highest additional loads.
引用
收藏
页码:617 / 627
页数:11
相关论文
共 50 条
  • [41] Energy Dissipation Capacity of an Unstiffened Extended End-Plate Connection with a SMA Plate
    Yang, J. G.
    Kim, J. W.
    Lee, J. H.
    Kang, J. S.
    Pae, D. S.
    INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2016, 16 (04) : 1309 - 1317
  • [42] Seismic Behavior of a Novel Blind Bolted Flush End-Plate Connection to Strengthened Concrete-Filled Steel Tube Columns
    Wang, Yihuan
    Wang, Zhan
    Pan, Jianrong
    Wang, Peng
    APPLIED SCIENCES-BASEL, 2020, 10 (07):
  • [43] Component-Based Model Versus Stress-Resultant Plasticity Modelling of Bolted End-Plate Connection: Numerical Implementation
    Alhasawi, Anas
    Guezouli, Samy
    Couchaux, Mael
    STRUCTURES, 2017, 11 : 164 - 177
  • [44] Behaviour of bolted end-plate connections to concrete-filled steel columns
    Tao, Zhong
    Li, Wei
    Shi, Bo-Lin
    Han, Lin-Hai
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2017, 134 : 194 - 208
  • [45] Behavior of extended end-plate bolted connections subjected to monotonic and cyclic loads
    ElSabbagh, Ashraf
    Sharaf, Tarek
    Nagy, Salah
    ElGhandour, Mohammed
    ENGINEERING STRUCTURES, 2019, 190 : 142 - 159
  • [46] Strength of extended stiffened end-plate bolted joints: Experimental and numerical analysis
    Gasic, Vlada
    Arsic, Aleksandra
    Zrnic, Nenad
    STRUCTURES, 2021, 33 : 77 - 89
  • [47] An experimental study of static and dynamic behaviour of bolted end-plate joints of steel
    Grimsmo, E. L.
    Clausen, A. H.
    Langseth, M.
    Aalberg, A.
    INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2015, 85 : 132 - 145
  • [48] Load-carrying capacity of bolted end-plate connections with elastomeric interlayer
    Nasdala, Lutz
    Blust, Andreas
    Juengel, Nikolas
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2020, 168
  • [49] Experimental Study of Composite Steel Plate Shear Wall with Flush End-Plate Connection
    Yu, JinGuang
    Feng, Xiao-Tian
    Hao, Ji-Ping
    Gao, Xi
    INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2020, 20 (01) : 136 - 155
  • [50] Analytical study of slant end-plate connection subjected to elevated temperatures
    Zahmatkesh, F.
    Osman, M. H.
    Talebi, E.
    Kueh, A. B. H.
    STEEL AND COMPOSITE STRUCTURES, 2014, 17 (01) : 47 - 67