Preliminary Research on Length Conversion Factor of Assemble Boom

Abstract:

Article Preview

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.

Info:

Periodical:

Advanced Materials Research (Volumes 299-300)

Edited by:

Jianzhong Wang and Jingang Qi

Pages:

929-935

DOI:

10.4028/www.scientific.net/AMR.299-300.929

Citation:

G. Y. Lin et al., "Preliminary Research on Length Conversion Factor of Assemble Boom", Advanced Materials Research, Vols. 299-300, pp. 929-935, 2011

Online since:

July 2011

Export:

Price:

$35.00

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

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

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

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

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

In order to see related information, you need to Login.