THIN LIGHT-GAGE BOLTED CONNECTIONS WITHOUT WASHERS

被引:0
|
作者
Gilchrist, Robert T.
Chong, Ken P.
机构
来源
| 1979年 / 105卷 / 01期
关键词
BOLTED JOINTS;
D O I
暂无
中图分类号
学科分类号
摘要
引用
收藏
页码:175 / 183
相关论文
共 50 条
  • [21] Effective Width of Semi-Stiffened Elements of Light-Gage Profiles.
    Hlavacek, Vladislav
    Stavebnicky casopis, 1983, 31 (08): : 649 - 659
  • [22] ON THE STRENGTH AND CONNECTION'S REINFORCEMENT OF LIGHT-GAGE WELDED H-SHAPES.
    Ide, Takaya
    Yonemoto, Yoshihiro
    Sakamoto, Suguru
    Nakazato, Takuzo
    Sumitomo Metals, 1975, 27 (02): : 52 - 62
  • [23] Improved light metal bolted connections
    Cornelius, H
    Siedenburg, W
    ZEITSCHRIFT DES VEREINES DEUTSCHER INGENIEURE, 1942, 86 : 218 - 219
  • [24] A contribution to the use of wedge-lock washers for bolted connections in the building construction authorities regulated field
    Denkert, Christian
    Ulbrich, Detlef
    Glienke, Ralf
    STAHLBAU, 2018, 87 (10) : 1010 - 1018
  • [25] Design of washerless bolted connections in thin sheet steels
    Zhang, J
    Rogers, CA
    ADVANCES IN STRUCTURES, VOLS 1 AND 2, 2003, : 257 - 262
  • [26] Effects of end distance on thin sheet steel bolted connections
    Cai, Yancheng
    Young, Ben
    ENGINEERING STRUCTURES, 2019, 196
  • [27] SINGLE SHEAR BOLTED CONNECTIONS OF LIGHT GAUGE STEEL AT ELEVATED TEMPERATURES
    Yan, S.
    Young, B.
    Proceedings of the 7th International Conference on Steel and Aluminium Structures (ICSAS 2011), 2011, : 143 - 150
  • [28] Experimental and analytical behavior of bolted end-plate connections with or without stiffeners
    Abidelah, A.
    Bouchair, A.
    Kerdal, D. E.
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2012, 76 : 13 - 27
  • [29] Shear Performance of Steel Thin Sheet-to-Thick Plate Bolted Connections
    Liu, Shen
    Feng, Ruoqiang
    Zhong, Changjun
    INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2023, 23 (04) : 962 - 973
  • [30] Effects of Elevated Temperatures on Double Shear Bolted Connections of Thin Sheet Steels
    Yan, Shu
    Young, Ben
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2013, 139 (05): : 757 - 771