structure optimization of the hub component in catia v5 _ mbi-wiki
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Structure Optimization of the Hub Component inCATIA V5Posted on 14. December 2010 by houdezhi
1. Introduction of Model and Structure Optimization inCATIA V5
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1.1 Introduction of the Hub Components Model
Hub is a force bearing component, which is used to connect the wheeland the axle shaft. According to different diameters, widths and
materials, the hub can be classified into many sorts. In this optimizationcase, the diameter of general family autos hub, 16 Inch, will bechoosed. Furthermore, the most common steel hub will be analyzed inthis structure optimization.
1.2 Purpose and Approach of the Hub Structure
Optimization in CATIA V5The structure optimization in CATIA V5 bases on model in Part Design
module and Generative Structural Analysis module. Generally
speaking, a target variable, which must be maximized or minimized in
optimization procedure, is necessarily defined before the optimization
procedure. First of all, 3D model of hub structure is constructed in
CATIA V5 with the respective determined parameters except diameter
of the hub, as shown in Fig1.1a and Fig1.1b. After attributing the
material property, next step is to make FEM static analysis of the
constructed model in Generative Structural Analysis module of CATIA
V5.
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Fig1.1a Model of Hub Component
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Fig1.1b Initial Dimension of Hub Component
In this structure optimization case, maximum stress is controlled in
order to ensure the safety condition during the using period of wheel,
and avoid unexpected damage on the surface of hub component, such
as crack. Boundary and loading condition is shown as Fig1.2a, in order
to reduce the time cost of calculation, the local mesh should be finely
generated (Fig1.2b). According to FEM analysis result in Fig1.2c, it is
certain from the Von Mises Distribution that Von Mises stress in
the area near the loading is maximum in the whole part, so it seems
that the crack will happen firstly probably at this region. However, in
real case the crack will begin most probably at the outside part of thewhole component, not at the center area. It is a interesting problem for
the engineers, the experience here plays a very important role in the
designing procedure. Then a local sensor is so essential to be applied
to illustrate the change of optimized target variable, maximum Von
Mises stress. It becomes clear, whether the optimized variable is
acceptable or not. In Fig1.2c, maximum Von Mises stress is 3,205MPa,
in next optimization steps this Von Mises stress will be minimized as
much as possible.
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Fig1.2a Boundary and Loading condition in Generative Structure
Analysis
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Fig1.2b Mesh and Local Mesh Generation
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Fig1.2c Result of FEM Analysis
In CATIA V5 there is a module Product Engineering Optimizer, it
supports the optimization of different parameters easily with different
included algorithms. In this case the maximum Von Mises stress is
defined as optimized parameter, and optimized type is setted as
minimum. Convergent speed and accuracy of the final result dependsheavily on how to choose free parameters. That means the select of
free parameters has an important influence on the final result. In the
following section, it will be discussed about how to choose free
parameters in this structure optimization case. After setting termination
criteria, the optimization process can be started finally.
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2. Preprocessing and Processing of OptimizationProcedure
As mentioned above, the choosing of free parameters is very important
for final result. So at the first time, six parameters are chose as the free
parameters, as shown in Fig2.1.
Fig2.1 Six free parameters in first time
At the first time, six parameters would be as free parameters with
inferior range and superior range. These parameters are modified
between the inferior and superior range during optimization, until
optimized parameter is acceptable, which in this case is minimum on
Von Mises stress. The other attribute of optimization, such asoptimization algorithm, maximum running time and so on, can also be
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set in the optimization window, as shown in Fig2.2. In this case
Simulated Annealing Algorithm is set as algorithm type, Convergence
Speed is fast.
Fig2.2 Optimization Window
The purpose to choose six dimensions as free parameters is to confirm
which parameter has large influence on optimized parameter
(maximum Von Mises stress). That means, if some free parameters arechanged slightly, optimized parameter will faster converge to
the acceptable result. Oppositely, the convergence effect of other
parameters is not so obvious. After the first optimization, the structure is
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changed as shown in Fig2.3a and Fig2.3b.
Fig2.3a Model of Hub Structure with Maximum Von Mises Stress
3.173MPa after the First Optimization with six Free Parameters
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Fig2.3b Sketch of Hub Structure after First Optimization with six Free
Parameters
It is obvious that maximum Von Mises stress is reduced to 3.173MPa.
Next step, one free parameter is abandoned, only five left (highlighted
in Fig2.4b). The other properties are same as previous. After 1 hour
running time, Von Mises stress is reduced to 2.947MPa (Fig2.4a and
Fig2.4b).
Fig2.4a Model of the Hub Structure with Maximum Von Mises Stress
2.947MPa after Five Free Parameters Optimization
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Fig2.4b Sketch of Hub Structure with Maximum Von Mises Stress
2.947MPa
According to the sight of model, it is clear that the holes on the hub
structure have crossed with the fillet on the surface. The position
dimension of the wholes should be modified as shown in Fig2.5.Due to
the modification the maximum Von Mises stress is decreased to
2.908MPa.
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Fig2.5 the Modified Hub Structure with Maximum Von Mises Stress
2.908MPa
By now, maximum Von Mises stress decreases from 3.205MPa to
2.908MPa, only 9.3% reduction. This result is far from acceptable.
Further optimization must be made. From now on, three free
parameters are set, highlighted in Fig 2.6a.
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Fig 2.6a Sketch of Hub Structure with maximum Von Mises Stress
2.667MPa
After half hours running, the maximum Von Mises stress on the surface
is reduced to 2.667MPa, as shown in Fig 2.6b.
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Fig2.6b Model of Hub Structure with Maximum Von Mises Stress
2.667MPa
From original maximum Von Mises stress 3.205MPa to 2.667MPa, it is
already 16.8% reduction. However, at least 20% of original maximum
stress should be reduced. The maximum Von Mises stress should
be further optimized. Because it takes long time to get little reduction of
optimized parameter, when optimization is going on with the same
three free parameters, the constraint in the sketch is changed. As
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shown in Fig2.7a, Radius.32 is token place by Length.31.
Fig2.7a Sketch with the Changed Constraint for Next Steps
Optimization
Fig2.7b Model of Hub Structure with Maximum Von Mises Stress
2.485MPa at the Last Optimization
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As shown in Fig 2.7b, at the last optimization the maximum Von Mises
stress is reduced to 2.485MPa, it is 22.5% reduction compared to the
original 3.205MPa. Finally, an acceptable result is achieved.
3. Data Processing of Optimization Procedure
At the first attempting of optimization, six free parameters are selected
(Fig3.1a) and the optimization data is reserved (Fig3.1b). The
maximum Von Mises stress is reduced from 3.205MPa to 3.172MPa
(Fig3.1c).
Fig3.1a Free parameters in optimization processing
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Fig3.1a Optimization data at the first optimization with six free
parameters
Fig3.1b the change processing of Maximum Von Mises stress in the
first optimization
Next step, one free parameter is less and the maximum Von Mises
stress is reduced from 3.172MPa to 2.947MPa, 7% reduction.
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Fig3.2a Optimization data at the second optimization processing with
five free parameters
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Fig3.2b the change processing of maximum Von Mises stress at the
second optimization
From now on, only there free parameters are set, but the maximum
stress is greatly reduced, from 2.947MPa to 2.667MPa, 8% reduction.
And after modification of constraint, 5.6% of original maximum is
decreased.
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Fig 3.3a Optimization data in the optimization with three free
parameters
Fig3.3b the change processing of maximum Von Mises stress
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Fig3.4a Optimization data after modification of constraints
Fig3.4b the change processing of maximum Von Mises stress
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4. Conclusion of
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ub Structure Optimization
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