DELAYED-FAILURE ANALYSIS OF HIGH-STRENGTH STRUCTURAL BOLTS

被引:2
|
作者
NAKASATO, F
TAKAHASHI, M
机构
来源
METALS TECHNOLOGY | 1980年 / 7卷 / NOV期
关键词
D O I
10.1179/030716980803286973
中图分类号
TF [冶金工业];
学科分类号
0806 ;
摘要
引用
收藏
页码:449 / 455
页数:7
相关论文
共 50 条
  • [41] Dimensional tolerances and length determination of high-strength bolts
    Swanson, James A.
    Rassati, Gian Andrea
    Larson, Chad M.
    Engineering Journal, 2020, 57 (01): : 3 - 21
  • [42] X-ray diffraction analysis of clamping force for high-strength bolts
    Tai, Masayuki
    Kinoshita, Koji
    MEASUREMENT, 2022, 204
  • [43] DELAYED FAILURE UNDER REPEATING STRESS IN VARIOUS HIGH-STRENGTH STEELS
    KIDO, M
    NAKASA, K
    TAKEI, H
    TRANSACTIONS OF THE IRON AND STEEL INSTITUTE OF JAPAN, 1981, 21 (12) : 846 - 851
  • [44] HIGH-STRENGTH BOLTS SUBJECT TO TENSION AND PRYING - CLOSURE
    NAIR, RS
    BIRKEMOE, PC
    MUNSE, WH
    JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1975, 101 (07): : 1608 - 1609
  • [45] Dimensional Tolerances and Length Determination of High-Strength Bolts
    Swanson, James A.
    Rassati, Gian Anima
    Larson, Chad M.
    ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION, 2020, 57 (01): : 3 - 31
  • [46] About standard requirements to production of high-strength bolts
    Raber, L.M.
    Metallurgicheskaya i Gornorudnaya Promyshlennost, 2004, (06): : 59 - 60
  • [47] THE BEHAVIOR OF HIGH-STRENGTH GRADE 8.8 BOLTS IN FIRE
    KIRBY, BR
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 1995, 33 (1-2) : 3 - 38
  • [48] Mechanical properties of high-strength bolts after fire
    Lou, Guo-Biao
    Wang, Rui
    Yu, Shan
    Li, Guo-Qiang
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 2012, 165 (07) : 373 - 383
  • [49] Shear Capacity of High-Strength Bolts in Long Connections
    Tide, Raymond H. R.
    ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION, 2017, 54 (01): : 61 - 67
  • [50] Specifying bolt length for high-strength bolts - Closure
    Carter, CJ
    ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION INC, 1997, 34 (03): : 109 - 109