Structure analysis of levitation chassis of medium-to-low speed maglev vehicles based on left-right decoupling
Fang LIU
0
1
Jinwen DONG
1
Yongzhi JING
1
0
School of Mechanical Engineering, Southwest Jiaotong University
, Chengdu 610031,
China
1
Key Laboratory of Magnetic Levitation Technologies and Maglev Trains (Ministry of Education of China), School of Electrical Engineering, Southwest Jiaotong University
, Chengdu 610031,
China
Levitation chassis, as an extremely important component of maglev vehicles, provides functions of transmitting levitation force and steering force, and directly affects the safety performance of the vehicle. Based on the vertical dynamics model of the levitation chassis, kinetic equations of the model are established, and a simulation program is designed to analyze the structural decoupling function of the chassis, especially under the influence of elastic constraints between the left and right modules, which are exclusively owned by maglev vehicles. A finite element model of the levitation chassis based on left-right decoupling is constructed. Analysis results of the model show that the mechanical properties of the chassis tailored for the vehicle meet the design requirements, and the stiffness and strength is adequate to bear the weight of the whole vehicle.
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L are a new kind of rail transit system, which
feaong-stator medium-to-low speed maglev vehicles
tures low noise, small vibration, moderate transport
volume, safety, and economy, and is more suitable to be the
citys dominant means of rail transportation over trams,
light rails, and subways [1].
Levitation chassis, as well as the chassis of the whole
maglev vehicle, is an extremely important component of
the vehicle that provides functions of transmitting
levitation force and steering force [2], and also has a direct
impact on safety performance of the vehicle. Therefore,
it is quite necessary to analyze the structural strength
and stiffness of the levitation chassis. In addition,
because of the comparatively complicated structure of the
maglev, finite element method (FEM) is an effective
method for calculation of structural strength and
stiffness of the levitation chassis. Current research on
structure strength analysis of the levitation chassis only
considers one side of the module instead of both sides in
left-right decoupling. Jiang et al. [3] presented some
suggestions for structure design and improvements of
anti-rolling sills after analyzing of the relationship
between anti-rolling sills and curve negotiation of maglev
vehicles. Luo and Zhang [4] offered credible data for
optimized design of anti-rolling sills of maglev bogie
after electromagnetisms calculation of U-shaped levitation
electromagnet. Simulation of structural decoupling
functions of right and left levitation modules is rarely
reported. Therefore, it has great theoretical values to
conduct an FEM analysis on the levitation chassis based on
the left-right decoupling.
This paper establishes a vertical dynamics model of a
levitation chassis, and analyzes the influence of elastic
constraints between the left and right modules of the
maglev vehicle. An FEM model of the levitation chassis
is built with consideration of the left-right decoupling.
Stress and deformation data under different conditions
are obtained from the model by ANSYS to test whether
the vehicle meets the requirements. They may provide a
reference for the structural improvements of levitation
chassis.
2. Vertical dynamics of levitation chassis
2.1. Vertical dynamics model This paper only considers a common levitation chassis unit running on a single-span flexible track with a simple support. The elastic structure deformation of
levitation chassis itself is ignored, and then levitation
chassis can be simplified to a vibration system
consisting of two rigid bodies interconnected by elastic
damping elements (Kb,Cb). Each rigid body has three degrees
of freedom: plunging, nodding, and rolling motion. The
vehicle body is installed above the levitation chassis
through an air spring and the force acted on the air
spring is F.
When the maglev vehicle is in steady-state
suspension, the magnetic gap has a small-scale change only
near the steady-state point. Thus, the magnet/rail
relationship can be regarded as linear [5-7]; that is, the
interaction effect between levitation chassis and track
(magnet/rail relationship) is equivalent to the
springdamper suspension (Kp,Cp). The vertical dynamics
model of levitation chassis is established, as shown in
Fig. 1.
Fig. 1 Vertical dynamics model of levitation chassis
2.2. Kinetic equation and solution
2.2.1. External disturbances
The vertical irregularity of the track, caused by
processing, installation error, thermal stress, and static
deflection under the influence of vehicles and other loads,
can be described by the cosine function excitation
model [8]:
where 2 v / L , L is the irregularity wavelength; a is
the irregularity wave depth; and v is the vehicle speed.
2.2.2. Vibration equation of levitation chassis The general forms of vibration equations of left and right levitation chassis modules are given below. Equation of plunging motion:
Equation of nodding motion:
Equation of rolling motion:
In Eqs. (2)(4), Zt , t , and t represent the
plunging displacement, nodding angle, and rolling angle,
respectively; Kp , K , Cp , and C represent the vertical
stiffness, rolling angle stiffness, vertical damping, and
rolling angle damping, respectively; Kb and Cb are the
spring stiffness and damping of anti-rolling sills,
respectively. The rest are shown in Fig. 1.
In actual calculation for the left and right modules,
the subscript t should be replaced by the corresponding
tl or tr. Besides, subscripts 1 should be replaced by 1l or
1r, and 2 by 2l or 2r. Symbol in Eq. (3) is decided
by the rule: for the left module, + for the right
module.
According to Eqs. (2)(4), the vibration dynamics
equation of levitation chassis can be written in the
following unified form:
where, X , X , and X are the generalized displacement,
velocity, and acceleration, respectively; M , C , and K
are the system mass, damping, and stiffness matrices,
respectively; P is the generalized load matrix.
Expansion of Eq. (5) is shown as follows:
We can solve Eq. (6) using a new rapid display
integration method introduced by Zhai [9] without solving
the high-order algebraic equations in the integration
process. The method proves to be fast, and accurate, and
is especially suitable for solving large-scale engineering
dynamics problems.
3. Left-right decoupling simulation of levitation chassis
Anti-roll constraint parameters of levitation chassis
( Kb , Cb ) are unique and important suspension
parameters of maglev systems, the value of which is crucial in
the right-left decoupling of the chassis because too large
or small parameters will cause an unstable rolling motion.
Left-right decoupling requires that anti-roll constraints
have damping effects when the levitation chassis module
on one side is subjected to an external disturbance, and
that the v (...truncated)