Instability load analysis of a telescopic boom for an all-terrain crane

Abstract The instability load for the telescopic boom of an all-terrain crane is investigated in this paper. Combined with structural characteristics of the telescopic boom, each boom section is divided into several substructures, and the fixed-body coordinate system of each substructure is established based on the co-rotational method. A 3D Euler–Bernoulli eccentric beam element of the telescopic boom is derived. On the premise of considering the discretization of gravity and wind load, internal degrees of freedom of the substructure are condensed to the boundary nodes, forming a geometrical nonlinear super element. According to the nesting mode of the telescopic boom, a constraint way is established. The unstressed original length of the guy rope is calculated with a given preload so as to establish the equilibrium equations of the boom system with the external force of the guy rope and the corresponding tangent stiffness matrix. Regarding the above work, a new method for calculating the structural equilibrium path and instability load of telescopic boom structure is presented by solving the governing equations in a differential form. Finally, the method is validated by examples with different features.

Standort
Deutsche Nationalbibliothek Frankfurt am Main
Umfang
Online-Ressource
Sprache
Englisch

Erschienen in
Instability load analysis of a telescopic boom for an all-terrain crane ; volume:13 ; number:2 ; year:2022 ; pages:991-1009 ; extent:19
Mechanical sciences ; 13, Heft 2 (2022), 991-1009 (gesamt 19)

Urheber
Xu, Jinshuai
Zhuo, Yingpeng
Qi, Zhaohui
Wang, Gang
Zhao, Tianjiao
Wang, Tianyu

DOI
10.5194/ms-13-991-2022
URN
urn:nbn:de:101:1-2022120104213313958218
Rechteinformation
Open Access; Der Zugriff auf das Objekt ist unbeschränkt möglich.
Letzte Aktualisierung
15.08.2025, 07:37 MESZ

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Beteiligte

  • Xu, Jinshuai
  • Zhuo, Yingpeng
  • Qi, Zhaohui
  • Wang, Gang
  • Zhao, Tianjiao
  • Wang, Tianyu

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