Structural Behavior and Low Cycle Fatigue Characteristics of Suspension Support Member for Building Equipment

被引:0
|
作者
Hirano, Ichiro [1 ]
Kishiki, Shoichi [1 ]
Kurosawa, Miku [1 ]
机构
[1] Tokyo Inst Technol, Yokohama, Kanagawa, Japan
关键词
Building equipment; Hanging bolt; Seismic design; Low cycle fatigue characteristics; Miner's law;
D O I
10.1007/978-3-031-62884-9_63
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The installation method for earthquake-resistant support of suspension equipment such as air-conditioners is generally to connect braces to the hanging bolts via mounting hardware. However, it has been reported that hanging bolt, which is one of the members supporting suspension equipment (suspension support members), has been cyclically deformed during earthquakes, resulting in fractures at the suspension source. The fall of the equipment due to the fracture of suspension support members is a serious damage that directly leads to the loss of building functions. In this study, Cyclic loading tests were conducted to investigate the structural behavior and low cycle fatigue (LCF) characteristics of suspension support members. The test specimens consist of four hanging bolts, each side of which is reinforced by X-shaped braces. The main test parameters are the suspension length and the angle of the brace. Cyclic loading applying the forced deformation to the suspension side of the hanging bolts was conducted until either the hanging bolt fracture or significant damage in other parts of the specimens. In evaluating the initial stiffness and the yield strength of the suspension support members, considering the effect of the mounting hardware, both were evaluated well under the current recommended specifications for seismic support. And then, the test result showed that the LCF characteristics of suspension support members can be evaluated by using the deformation angle at the protrusion, regardless of the presence or absence of bracing.
引用
收藏
页码:721 / 732
页数:12
相关论文
共 50 条
  • [11] Connection among the characteristics of the low cycle fatigue, high cycle fatigue and fatigue crack growth
    Nagy, Gyula
    Lukacs, Jankos
    MECHANICAL BEHAVIOR OF MATERIALS X, PTS 1AND 2, 2007, 345-346 : 533 - +
  • [12] Low cycle fatigue behavior of an (α+β)titanium alloy
    Nanjundaswamy, GS
    Ramachandra, C
    Sengupta, PK
    Chatterji, B
    Nayak, HVS
    Singh, AK
    JOURNAL OF MATERIALS SCIENCE LETTERS, 1998, 17 (12) : 993 - 997
  • [13] LOW CYCLE FATIGUE BEHAVIOR OF DISSIMILAR WELDS
    WYLIE, RD
    WATSON, PD
    JOURNAL OF ENGINEERING FOR POWER, 1967, 89 (03): : 353 - &
  • [14] Optimal vehicle suspension characteristics for increased structural fatigue life
    Breytenbach, Braham
    Els, Pieter Schalk
    JOURNAL OF TERRAMECHANICS, 2011, 48 (06) : 397 - 408
  • [15] Fatigue Crack Growth Characteristics of Several Kinds of Structural Steels Under Low-Cycle Fatigue Loading
    Jiang, Chao
    Hanji, Takeshi
    Tateishi, Kazuo
    Shimizu, Masaru
    INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2023, 23 (01) : 37 - 49
  • [16] Fatigue Crack Growth Characteristics of Several Kinds of Structural Steels Under Low-Cycle Fatigue Loading
    Chao Jiang
    Takeshi Hanji
    Kazuo Tateishi
    Masaru Shimizu
    International Journal of Steel Structures, 2023, 23 (1) : 37 - 49
  • [17] Investigation of high cycle and low cycle fatigue interaction on fatigue behavior of welded joints
    Wu, Liangchen
    Wang, Dongpo
    ADVANCED MATERIALS AND PROCESS TECHNOLOGY, PTS 1-3, 2012, 217-219 : 2101 - 2106
  • [18] Low cycle fatigue and ratcheting behavior of 35CrMo structural steel at elevated temperature
    Zheng, X. T.
    Wu, K. W.
    Wang, W.
    Yu, J. Y.
    Xu, J. M.
    Ma, L. W.
    NUCLEAR ENGINEERING AND DESIGN, 2017, 314 : 285 - 292
  • [19] EQUIPMENT FOR LOW-CYCLE FATIGUE TESTING OF SPECIMENS IN BENDING WITH ROTATION
    KAGAN, VA
    SLAVENAS, YY
    INDUSTRIAL LABORATORY, 1968, 34 (10): : 1512 - &
  • [20] Fretting-fatigue behavior of steel wires in low cycle fatigue
    Wang, Dagang
    Zhang, Dekun
    Ge, Shirong
    MATERIALS & DESIGN, 2011, 32 (10): : 4986 - 4993