Analysis of Nonlinear Local Stability of Curved Cross Section Boom

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Abstract:

In order to solve the problems of local stability of telescopic boom of truck crane in practical engineering, considering the initial geometric imperfection and the welding residual stress, the nonlinear local stability analysis of telescopic boom was studied by ANSYS software. APDL command flow was used for controlling the analytical process. Firstly, the foundational theories of the nonlinear finite element method were introduced. Secondly, the influence of the initial geometric imperfection and the welding residual stress on the nonlinear buckling of the boom was studied. Finally, the nonlinear buckling critical stress value of the curved cross section boom for an example was obtained, and it was used to compare with the rectangle, hexagon and dodecagon boom, consequently, a conclusion was drawn that the ability to resist bucking of curved cross section boom was stronger.

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1161-1165

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September 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Ji Aimin, Zhang Peiqiang, Peng Duo, Luo Yanling. Finite element analysis for local stability of telescopic boom of truck crane. Transaction of the Chinese Society for Agricultural Machinery, Vol. 35, No. 6 (2004), pp.48-51 (in Chinese).

Google Scholar

[2] Qi Cheng, Qu Fuzheng. Research of local stability calculation method of telescopic web plate, Construction Mechanization, Vol. 32, No. 1(2011), pp.56-58. (in Chinese).

Google Scholar

[3] Takimoto, Tetsushiro. Buckling strength of girder web plates under patch loading on crane boom and others. Research and Development Kobe Steel Engineering Reports, Vol. 39, No. 1(1989), pp.89-92.

Google Scholar

[4] Holmstrom, Lars. Overall stability of thin-walled mobile crane booms operating in the postbuckling range. Journal of Constructional Steel Research, Vol. 19, No. 4 (1991), pp.321-329.

DOI: 10.1016/0143-974x(91)90022-s

Google Scholar

[5] Chen Dong. Theoretical and experimental research on the stability of the sheet-space structure with imperfection. Southeast University, 2005 (in Chinese).

Google Scholar

[6] Tang Xichun. The research of the effect of residual stress on ultimate bearing capacity of H-section steel beam and column . Wuhan University of Technology, 2006 (in Chinese).

Google Scholar

[7] Song Tianmin. The generation and elimination of the welding residual stress. China Petrochemical Press, 2010 (in Chinese).

Google Scholar

[8] Li Feng, Gao Lei, Quan Wei. Finite element numerical simulation on the stability ultimate load-carrying capacity of thin-walled box steel column. Steel Construction, Vol. 25, No. 2 (2010), pp.23-26 (in Chinese).

Google Scholar