2013
DOI: 10.4028/www.scientific.net/amm.446-447.469
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The Out-of-Plane Stability Analysis of Crane Jib with Two Symmetric Drawbars

Abstract: The out-of-plane stability of the crane jib with two symmetric drawbars is studied. Differential equation with two non-conservative forces caused by the two symmetric drawbars is established in critical condition. According to the boundary conditions and proper parameter processing, the out-of-plane characteristic equation is obtained for the crane jib. Comparison with the ANSYS results verified the correctness of the method. And special cases are given to show the consistency of the method used in this paper … Show more

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Cited by 1 publication
(2 citation statements)
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“…The finite element method is the main option for analysis of that problem currently. 21,22 The characteristic equation of the telescopic boom with the spatial double cables is established in Lu et al, 23 the telescopic boom is simply considered as a uniform beam, which is inconsistent with the actual model. Hence, the main purpose of the present paper is to propose an analytical method for the out-of-plane buckling of the telescopic boom with the spatial symmetric guy cables.…”
Section: Introductionmentioning
confidence: 99%
See 1 more Smart Citation
“…The finite element method is the main option for analysis of that problem currently. 21,22 The characteristic equation of the telescopic boom with the spatial double cables is established in Lu et al, 23 the telescopic boom is simply considered as a uniform beam, which is inconsistent with the actual model. Hence, the main purpose of the present paper is to propose an analytical method for the out-of-plane buckling of the telescopic boom with the spatial symmetric guy cables.…”
Section: Introductionmentioning
confidence: 99%
“…The finite element method is the main option for analysis of that problem currently. 21 , 22 The characteristic equation of the telescopic boom with the spatial double cables is established in Lu et al, 23 the telescopic boom is simply considered as a uniform beam, which is inconsistent with the actual model.…”
Section: Introductionmentioning
confidence: 99%