Analysis on anti-overturning stability of a truck crane based on zero moment point theory

被引:2
|
作者
Zhou, Qinghui [1 ]
Liu, Yaofei [1 ,2 ]
Xie, Yidong [1 ]
Zhang, Xiwang [3 ]
机构
[1] Beijing Univ Civil Engn & Architecture, 1 Zhanlanguan Rd, Beijing, Peoples R China
[2] China Railway Construct Grp Co Ltd, Engn Management, 40 Fuxing Rd, Beijing, Peoples R China
[3] Beijing Machinery Construct Co Ltd, 15 Nanlishi Rd, Beijing, Peoples R China
来源
DYNA | 2022年 / 97卷 / 03期
关键词
truck crane; overturning; zero moment point; cen-ter of pressure; stability; OPTIMIZATION;
D O I
10.6036/10484
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Truck crane stability has been a hot research issue. It is a conventional method used to calculate the moments equilibrium when analyzing stability. However, errors can occur because of the lack of dynamic simulation in conventional methods. Hence, to minimize errors, this study utilized the zero moment point (ZMP) theory to calculate the maximum lifting capacity of the truck crane considering the dynamic load, and proposed an anti -overturning detection method based on the theory. First, the model of the truck crane was established and the solution formula of ZMP was obtained. From the Lagrange equation, the dynamic model of payload oscillations was analyzed during crane operations. Second, the ZMP theory was used to analyze the stability of the truck crane and derive the maximum payload. Next, the experiment was conducted to measure the pressure of the four outriggers and their center of pressure (CoP) during hoisting, luffing, and slewing operations were calculated. Compared to stable movement, the CoP would vibrate irregularly, consequently reducing the lifting capacity of unstable motion. Finally, the anti-overturning detection method is proposed based on ZMP and CoP. Results demonstrate that the reduction of lifting capacity is caused by the dynamic load. The payload swing has a larger effect on the maximum lifting capacity than hoisting, luffing, and slewing motions. The maximum payload can decrease with the increase of the swing angle. The proposed method provides a correct judgment on the stability of the truck crane, which can accurately predict the overturning state of the crane and reduce the risk in the operation.
引用
收藏
页码:281 / 287
页数:7
相关论文
共 50 条
  • [1] Reliability Analysis on Anti-overturning Stability for Truck Crane
    Zhao Ruixue
    Shan Zenghai
    Ding Honggang
    Zhang Haiyan
    Zhu Lei
    Li Xuefeng
    FRONTIERS OF MECHANICAL ENGINEERING AND MATERIALS ENGINEERING II, PTS 1 AND 2, 2014, 457-458 : 367 - 370
  • [2] Anti-overturning Stability Numerical Analysis of Single Column Bridge
    Zhang, Xianmin
    Dong, Bin
    INNOVATION IN CIVIL ENGINEERING, ARCHITECTURE AND SUSTAINABLE INFRASTRUCTURE, 2012, 238 : 705 - 708
  • [3] Integral method for calculating anti-overturning stability of railway tunnel portal structure
    Yu, Yu
    Zhou, Jia-Mei
    Meng, Guo-Wang
    Chang, Xiao-Jing
    Journal of Railway Engineering Society, 2015, 32 (12) : 63 - 69
  • [4] Anti-overturning stability coefficient of curved girder bridges considering seismic action
    Deng, Tongfa
    Zhang, Junping
    Li, Shuai
    Wang, Yi
    JOURNAL OF VIBROENGINEERING, 2019, 21 (03) : 710 - 725
  • [5] Analysis of overturning conditions of truck crane considering possible ground failure
    Fukagawa, Ryoichi
    Muro, Tatsuro
    Kato, Yuri
    Morita, Yukio
    Doboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers, 1994, (504 pt 6-25): : 61 - 70
  • [6] Anti-overturning capacity of straddling monorail vehicle based on factor model
    Wang C.-R.
    Ji Y.-J.
    Ren L.-H.
    Jiaotong Yunshu Gongcheng Xuebao/Journal of Traffic and Transportation Engineering, 2020, 20 (02): : 66 - 76
  • [7] A new approach to check for the anti-overturning stability of deep-mixing retaining walls
    Wang, CH
    Wang, XJ
    PROCEEDINGS OF THE SEVENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING FOR YOUNG EXPERTS, VOLS 1 AND 2, 2002, : 682 - 687
  • [8] Experimental and Numerical Investigation of the Anti-Overturning Theory of Single-Column Pier Bridges
    Xu, Hao
    Li, Qiyuan
    Li, Dongcai
    Jiang, Haonan
    Wang, Tong
    Gao, Qingfei
    SUSTAINABILITY, 2023, 15 (02)
  • [9] Design and analysis of anti-overturning mechanism for magnetic wall-climbing robot
    Gang Wang
    Wenjun Li
    Honglei Che
    Journal of Mechanical Science and Technology, 2024, 38 : 379 - 387
  • [10] Anti-overturning Reliability Analysis of Gravity Foundation of Wind Turbine in Coral Sands
    Cheng, Zhongqing
    Yang, Ping
    Jiang, Haibo
    2011 INTERNATIONAL CONFERENCE ON ELECTRONICS, COMMUNICATIONS AND CONTROL (ICECC), 2011, : 2554 - 2557