LIMIT STRENGTH OF THE REINFORCED CONCRETE ROTARY KILN SUPPORTS UNDER TIME-VARIABLE LOAD

被引:0
|
作者
Zachwieja, J. [1 ]
机构
[1] Univ Technol & Life Sci Bydgoszcz Poland, Dept Appl Mech, Kaliskiego 7, Bydgoszcz, Poland
关键词
support vibrations; constraint frequency; synchronous precession; fatigue limit; low and high-cycle loading;
D O I
10.21495/91-8-949
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The study discusses the issues of resistance of reinforced concrete support for a clinker rotary kiln under the constraints of deformation of a rotary drum shell due to thermal impact of the kiln feed on a refractory lining and thus the rotary drum shell. The frequency of support vibrations is low and similar to the rotation frequency of the rotary drum. Any deformation of the shell results in incorrect operation of the open gear which is a component of the rotary kiln drive. It is a kinematic pair consisting of a toothed ring, mounted on the rotary drum shell and a pinion coupled via a flexible coupling with an output shaft of a reduction gear. The frequency of those constraints is higher, similar to the open gear mesh frequency. Variable clearance, both inter-teeth and tip clearance, mainly due to synchronous precession of the toothed ring and wear of the meshing teeth surface induces the rotary drum vibrations, which are transferred to the support via a ring - roller system.
引用
收藏
页码:949 / 952
页数:4
相关论文
共 50 条
  • [21] Carbon Reinforced Concrete Members Under Concentrated Load
    Schulze-Ardey, Jan Philip
    Bosbach, Sven
    von der Heid, Ann-Christine
    Hegger, Josef
    10TH INTERNATIONAL CONFERENCE ON FRP COMPOSITES IN CIVIL ENGINEERING (CICE 2020/2021), 2022, 198 : 1703 - 1714
  • [22] Carbonation Resistance of Reinforced Concrete under Bending Load
    Liu, Yan
    Ren, Jun
    Li, Zhongxian
    Gao, Qiuli
    Zhao, Shengli
    FRATTURA ED INTEGRITA STRUTTURALE, 2019, 13 (49): : 714 - 724
  • [23] Reinforced concrete columns under unequal load eccentricities
    Sarker, PK
    Rangan, BV
    ACI STRUCTURAL JOURNAL, 2003, 100 (04) : 519 - 528
  • [24] Equivalent load of reinforced concrete columns under fire
    Chow, W.K.
    Lin, Min
    Liu, Diankui
    Structural Survey, 2009, 27 (03) : 230 - 240
  • [25] ON TIME-OPTIMAL CONTROL OF A SEQUENCE OF PROJECTS OF ACTIVITIES UNDER TIME-VARIABLE RESOURCE
    JANIAK, A
    STANKIEWICZ, A
    IEEE TRANSACTIONS ON AUTOMATIC CONTROL, 1988, 33 (03) : 313 - 316
  • [26] Confinement Reinforcement of High-Strength Reinforced Concrete Tied Columns under High Axial Load
    Shen, Wen-Cheng
    Hwang, Shyh-Jiann
    ACI STRUCTURAL JOURNAL, 2023, 120 (03) : 145 - 155
  • [27] Ultimate Strength Domain of Reinforced Concrete Sections under Biaxial Bending and Axial Load. Discussion
    Thompson, Phillip J.
    ACI STRUCTURAL JOURNAL, 2013, 110 (06) : 1109 - 1112
  • [28] EXPERIMENTAL STUDIES ON THE SHEAR STRENGTH OF LARGE REINFORCED CONCRETE BEAMS UNDER UNIFORMLY DISTRIBUTED LOAD.
    Iguro, Mizuhito
    Shioya, Toshiyuki
    Nojiri, Yoichi
    Akiyama, Hikaru
    Doboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers, 1984, (348): : 175 - 184
  • [29] Experimental study of the strength and deformations of carbon fibre reinforced polymer (CFRP) retrofitted reinforced concrete slabs under blast load
    Razaqpur, A. Ghani
    Contestabile, Ettore
    Tolba, Ahmed
    CANADIAN JOURNAL OF CIVIL ENGINEERING, 2009, 36 (08) : 1366 - 1377
  • [30] Load capacity of slender high-strength concrete walls with side supports
    Sanjayan, JG
    Maheswaran, T
    ACI STRUCTURAL JOURNAL, 1999, 96 (04) : 571 - 576