Composite beam bending vibration inherent frequency analytical method

A technology of bending vibration and natural frequency, applied in instruments, computing, electrical digital data processing, etc., can solve problems such as cumbersome, difficult numerical solution, and complex differential equation analysis process

Active Publication Date: 2015-07-15
CHINA UNIV OF MINING & TECH
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Problems solved by technology

For composite beams, if the approach (1) is adopted, the dynamic model of the beam structure is established first, and the coupling effect of the one-dimensional beam structure and the two-dimensional plate structure must be considered when analyzing the bending vibration characteristics using the traditional structural dynamics theory. The analysis process of the differential equation is complicated and the numerical solution is difficult; if the method (2) is adopted, a structural test model of the beam structure that satisfies the similarity principle must be made first, and a suitable method

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  • Composite beam bending vibration inherent frequency analytical method
  • Composite beam bending vibration inherent frequency analytical method
  • Composite beam bending vibration inherent frequency analytical method

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Embodiment Construction

[0084] Embodiment of the present invention will be further described below in conjunction with accompanying drawing:

[0085] According to the geometric characteristics of the composite beam, a hybrid beam unit ETE-B based on the classic Euler-Bernoulli beam (EB) and Timoshenko beam (TB) theory is constructed, and the EB beam unit and the TB beam unit in each ETE-B are continuously carried out through boundary conditions To connect, establish the dynamic model and bending vibration equation of the composite beam, obtain the parametric frequency equation of the composite beam under classical boundary conditions, and finally use the one-dimensional search method to determine the natural frequency of the composite beam; the specific steps are as follows:

[0086] Step 1. Establishment of the dynamic model of the composite beam: According to the classical beam structural dynamics theory, the cross-sectional size of the beam is small compared to the span, and generally can be consid...

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Abstract

The invention provides a composite beam bending vibration inherent frequency analytical method and belongs to beam vibration inherent frequency analytical methods. According to the geometric features of a composite beam, composite beam units ETE-B are established based on the classic Euler-Bernoulli (EB) beam theory and the Timoshenko beam (TB) theory; the EB beam units and the TB units in the ETE-Bs are continuously connected through boundary conditions, a dynamical model and a bending vibration equation of the composite beam are established, a parametric frequency equation of the composite beam on the boundary conditions is acquired, and finally the inherent frequency of the composite beam is determined through the one-dimensional searching method; according to the one-dimensional searching method, the feasible region of the inherent circular frequency is determined first, and then inherent frequency values are acquired in all the feasible regions through the bisection method. The method has the advantages that the physical significance involved in analysis of the dynamic characteristics of the composite beam is clear; acquisition of the inherent frequency is only related to the materials and dimensions of the beam, the established parametric frequency equation has universality, and a model test or finite element analysis under three-mode modeling is not needed.

Description

technical field [0001] The invention relates to a method for analyzing the natural frequency of beam vibration, in particular to a method for analyzing the natural frequency of composite beam bending vibration. Background technique [0002] When the span of the beam structure is large, under the action of its own weight, the deflection of the middle part of the beam is the largest. Generally, the stiffness of the beam is increased and the deformation is reduced by means of internal welding ribs. Because of the similarity between the stiffened plate and the beam structure, this kind of internally welded stiffened plate beam can be regarded as a composite beam. Composite beams are generally used for long-span load-bearing structures of heavy equipment (such as crane bridge arms), load-bearing structures of large buildings (such as house steel structures) and load-bearing structures of mineral processing equipment (such as large vibrating screen load-bearing beams), etc. Quant...

Claims

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Application Information

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IPC IPC(8): G06F19/00
Inventor 赵跃民董良刘初升彭利平
Owner CHINA UNIV OF MINING & TECH
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