STUDY ON FATIGUE PERFORMANCE AND STRENGTHENING METHOD OF RIGHT-ANGLE CATASTROPHE STEEL CRANE BEAM

被引:0
|
作者
Zheng Y. [1 ]
Sun J.-W. [2 ]
Zhao X. [3 ]
Cui T. [1 ,4 ]
机构
[1] MCC Construction Research Institute Co., Ltd, Beijing
[2] CABR Testing Center Co., Ltd, Beijing
[3] School of Civil Engineering, Hebei University of Technology, Tianjin
[4] Department of Civil Engineering, Tsinghua University, Beijing
来源
关键词
crane beam; fatigue life; fatigue performance; fatigue reinforcement; industrial buildings;
D O I
10.6052/j.issn.1000-4750.2023.07.S030
中图分类号
学科分类号
摘要
The fatigue failure of steel crane beams has caused many safety accidents and has become one of the hot issues in the field of industrial buildings. A right-angle crane beam is the most common form of crane beams. In order to study the fatigue damage mechanism and reinforcement method of right-angle crane beams and improve the fatigue resistance of traditional steel right-angle crane beams, the reinforcement measures of one three-web structure are proposed on the basis of clarifying the stress concentration position of a crane beam support. Through finite element simulation analysis and experimental research, the reinforcement effect of the setting method and the three-web structure on the cracked bearing is explored; the structural stress distribution along the weld length at the stress concentration position before and after reinforcement at the support is analyzed, and the reinforcement effect of the three-web structure is verified. The study results show that compared with the traditional right-angle bearing, the maximum structural stress at each position of the three-web bearing decreases by 60%, and the stress intensity factor at the crack decreases by about 50%; The fatigue life of crane beam can be greatly increased under both no cracked and cracked conditions. © 2024 Tsinghua University. All rights reserved.
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页码:275 / 281
页数:6
相关论文
共 15 条
  • [1] ZHAO Xiaoqing, YUE Qingrui, GUO Xiaohua, Et al., Study on underload effect equivalent coefficient method for fatigue evaluation of steel crane beams, Journal of Building Structures, 42, 1, pp. 179-188, (2021)
  • [2] PAN Chunyu, TONG Lewei, Reliability index and partial factors for fatigue design of steel crane girders, Journal of Building Structures, 37, 7, pp. 82-88, (2016)
  • [3] ZHENG Tingyin, LU Tieying, Comparative analysis of fatigue resistance of several steel crane beams with variable section supports, Journal of Civil and Environmental Engineering, 18, 4, pp. 79-86, (1996)
  • [4] ZHENG Tingyin, Study of the fatigue property for varied section abutment in steel crane beams, Building Structure, 6, pp. 9-12, (1997)
  • [5] ZHAO Xiaoqing, YUE Qingrui, XING Kuntao, Research on fatigue properties of plug-plat end of crane runway girders variable section abutment with right angle end-plate, Journal of Building Structures, 41, 8, pp. 116-123, (2020)
  • [6] PENG Jianxin, ZHAO Yang, WANG Xianji, Et al., Experimental study and numerical simulation on fatigue properties of corroded Q345C steel, Engineering Mechanics, pp. 1-12
  • [7] TONG Lewei, NIU Lichao, REN Zhenzhen, Et al., Experimental study on fatigue strength of welded joints of high strength steel Q550D, Engineering Mechanics, 38, 12, pp. 214-222, (2021)
  • [8] GB 50017−2017, Standard for design of steel structures, (2017)
  • [9] ZHAO Xiaoqing, CHANG Haosong, CHEN Jiayu, Et al., Fatigue experimental research on the steel crane girders with circular arc transitional supports and triple-web, Industrial Construction, 49, 6, pp. 45-48, (2019)
  • [10] CAGLAYAN O, OZAKGUL K, TEZER O, Et al., Fatigue life prediction of existing crane runway girders, Journal of Constructional Steel Research, 66, 10, pp. 1164-1173, (2010)