Abstract
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.
Funder
Foundation for Innovative Research Groups of the National Natural Science Foundation of China
Subject
Industrial and Manufacturing Engineering,Fluid Flow and Transfer Processes,Mechanical Engineering,Mechanics of Materials,Civil and Structural Engineering,Control and Systems Engineering
Cited by
1 articles.
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