|
|
Articles:2023,Vol:28,Issue(4):213-231 |
|
|
Citation: |
|
|
SHE Zhanjiao, YAO Fenglin, WANG Junfei, ZHANG Yi, JIANG Jun. Influence of Section Size of Telescopic Boom on Stability[J]. International Journal of Plant Engineering and Management, 2023, 28(4): 213-231 |
|
|
|
|
|
|
|
| Influence of Section Size of Telescopic Boom on Stability |
|
| SHE Zhanjiao1, YAO Fenglin2, WANG Junfei3, ZHANG Yi1, JIANG Jun1 |
|
1. Nanchong Vocational and Technical College, Nanchong 637131, China;
2. Taiyuan University of Science and Technology, Taiyuan 030024, China;
3. College of Engineering & Technical, Cheng Du University of Technology, Leshan 614000, China |
| Abstract: |
| The telescopic boom is the main bearing force component of the crane. The rationality of the design will directly affect the performance of the machine and safety. The telescopic boom is a typical thin-walled plate and shell structure. Its main form of damage is the occurrence of buckling, resulting in decreased carrying capacity, or even a security incident. In order to meet the lifting weight and height, to ensure the stability of the telescopic boom has become a major problem of the designer. There are many factors that affect the critical load of the telescopic boom, including support method, inertia moment, length and material. When the support mode, material and length are determined, the maximum factor affecting the buckling critical load is the inertia moment. In this paper, the influence of the section size on the buckling critical load of the telescopic boom is analyzed by using the inertia moment of section method ande finite element method. And the sensitivity analysis is carried out on this basis. The results of the analysis can provide designers with design reference basis. Then a reasonable cross-sectional size can be used to improve the buckling resistance capacity of the telescopic boom. |
| Key words:
telescopic boom
buckling stability
sensitivity analysis
section size
finite element
|
|
| Received: 2023-09-12
Revised:
|
| DOI: 10.13434/j.cnki.1007-4546.2023.0402 |
| Funds: This paper was supported by the National Natural Science Foundation of China (51575370),Natural Science Foundation of Shanxi Province (201901D111236) and Nanchong 2023 Municipal Science and Technology Plan Project (23YYJCYJ0023) |
| Corresponding author:
Email： |
| Author description:
|
|
|
|
|
|
|
|
References: |
|
|
[1] FRASER D J, BRIDGE R Q. Buckling of stepped crane columns[J]. Journal of Constructional Steel Research,1990,16(1):23-38.
[2] LI W J, ZHAO J, JIANG Z, et al. A numerical study of the overall stability of flexible giant crane booms[J]. Journal of Constructional Steel Research, 2015,105:12-27.
[3] SIMAO P D, COELHO A M, BIJLAARD F S K. Stability design of crane columns in mill buildings[J]. Engineering Structures, 2012,42:51-82. (in Chinese)
[4] LIU S M. Research on structural stability and complex motion dynamic of telescopic boom system in construction crane[D]. Harbin: Harbin Institute of Technology, 2013. (in Chinese)
[5] National Information and Documentation Standardization Technical Committee. Crane Design Specification: GB3811-83[ S ]. Beijing : China Standard Press: 1983:76-77. (in Chinese)
[6] LU N L, LAN P, BAI H. Precise stability analysis of telescopic boom[J]. Journal of Harbin University of C.E. & Architecture, 2000 (2): 89-93. (in Chinese)
[7] LIU S M, LU N L, KOu J. Global stability analysis on crane telescopic boom[J]. Chinese Journal of Construction Machinery, 2010,8 (1): 29-34. (in Chinese)
[8] YAO F L, MENG W J, ZHAO J, et al. Recursive formula and numerical solution of stability with n-stepped crane telescopic booms[J]. China Mechanical Engineering, 2019, 30(21): 2533-2538. (in Chinese)
[9] LU N L, LIU S M, MENG L X. The dynamic stability analysis of crane's telescopic boom[J]. Engineering Mechanics, 2013, 30(3): 377-382. (in Chinese)
[10] LIU S M, LU N L, MENG L X. Stability analysis of telescopic booms under pull-rope follower force[J]. Journal of Harbin Institute of Technology, 2014, 46(3): 26-29. (in Chinese)
[11] XU G N. Mechanical equipment metal structure design[M]. Beijing: China Mechanical Industry Press, 2011. (in Chinese)
[12] YANG X H, WANG J N. Discrete variable optimization design of boom section parameters of large tonnage full hydraulic telescopic boom railway crane[J]. Construction Machinery, 1991(11): 12-15. (in Chinese)
[13] GU D M, ZHANG S H. Optimization of cross-section shape of telescopic boom of tire crane[J]. Construction Machinery, 1988(9): 9-13. (in Chinese)
[14] MENG X P, LU N L. Rational material distribution of covering plates and side plates of rectangular cross section for crane's telescopic boom[J]. Construction Machinery, 1996(5): 10-12. (in Chinese)
[15] WANG X, HUANG L, GAO Y, et al. Topological optimization for crane telescopic boom-section[J]. Journal of Dalian University of Technology, 2009, 49(3): 374-379. (in Chinese)
[16] LIU Y, HUANG L. Study on optimal section for crane telescopic booms[J]. Chinese Journal of Construction Machinery, 2013, 11(1): 65-69. (in Chinese)
[17] LIU H, ZHOU C, YU C G. Multi-objective optimization of telescopic boom section of truck-mounted crane[J]. Mechanical Design and Research, 2020, 36(1): 173-176. (in Chinese)
[18] YUE J Z, ZHOU L D, CUI Q J. Optimization design and calculation of boom section size by ANSYS Workbench[J]. Journal of Taiyuan University of Science and Technology, 2017, 38(1): 55-59. (in Chinese)
[19] SHEN S L, ZHANG Z P, WANG Y, et al. Optimization and research of a similar-oval crane arm based on BP neural network and genetic algorithm[J]. Modern Manufacturing Engineering, 2012(12): 48-51. (in Chinese)
[20] LIU H B, ZHOU W. Section designing of the telescopic boom[J]. Mechanical Management and Development, 2011(6): 96-97. (in Chinese)
[21] ZHANG Y. ANSYS Workbench15.0 finite element analysis from entry to proficiency[M]. Beijing: Mechanical Industry Press, 2014. (in Chinese) |
|
|
|
|
|
|
|
