Preliminary Research on Length Conversion Factor of Assemble Boom

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Abstract:

As regards the solution of ensemble elastic stability of assemble and lattice boom with complicated boundary conditions are rarely discussed, it is always plaguing designers. In this article, through analyzing the characteristics of vice-boom and vice-boom strut bar be caused complex deformation under load, based on the deformation relationship among vice-boom, vice-boom strut bar and main-boom ends, establishing elastic stability theory mathematical-mechanical model, using the theory of calculating the Euler critical force, proposed the method and numerical value to determine length conversion factor of assemble boom. This article has an inaugural significance of theory.

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Periodical:

Advanced Materials Research (Volumes 299-300)

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929-935

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Online since:

July 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] J. Wang: Harbin Institute of Technology (2006).

Google Scholar

[2] Y.M. Li: ShandongUniversity (2008).

Google Scholar

[3] W.Z. Chen: China Communications Press. (1986), p.115.

Google Scholar

[4] Ya Kogan: Construction Cranes, Mashgiz(1958).

Google Scholar

[5] National Standard of the People's Republic of China: Design Rules for Cranes (GB/T 3811-2008), China Standard Press (2008), p.177.

Google Scholar