Geometrical tolerance stack up techniques.
Sahani A.K. ; Jain P.K. ; Sharma, Satish C. 等
1. Introduction
The technology has undergone major changes over the centuries to
meet the changing requirement of the society. During World War II, the
United States manufactured and shipped spare parts overseas for the war
effort. Many of these parts were made to specifications but would not
assemble. The military recognized that producing parts that do not
properly fit or function is a serious problem since lives depend on
equipment that functions properly. After the war, a committee
representing government, industry, and education spent considerable time
and effort investigating this defective parts problem; this group needed
to find a way to insure that parts would properly fit and function every
time. The result was the development of GDT.
Features toleranced with GDT reflect the actual relationship
between mating parts. Drawings with properly applied geometric
tolerancing provide the best opportunity for uniform interpretation and
cost-effective assembly. GDT was created to insure the proper assembly
of mating parts, to improve quality, and to reduce cost. Before
designers can properly apply geometric tolerancing, they must carefully
consider the fit and function of each feature of every part. Properly
applied geometric tolerancing insures that every part will assemble
every time. Geometric tolerancing allows the designers to specify the
maximum available tolerance and consequently design the most economical
parts.
There are 14 different types of geometric tolerances, mainly
divided into three types for individual features, for related features,
or for both individual and related features. It is shown in Table 1and
symbols of these types of tolerances are shown in Figure 1.
[FIGURE 1 OMITTED]
The purpose of stack up analysis is to establish the dimensional
relationships within a part or assembly. It enables part tolerance to be
optimized while maintaining functionality and maximum part
interchangeability and allowing minimum manufacturing cost to be
achieved. One of the most important reasons for using stack analysis is
that problems can be discovered and solved on paper rather than in the
prototype or production, and thus evaluation and modification can be
done at the early stage of design.
This chapter introduces different graphical approaches like the
Catena, Quickie and Generic Capsule methods to perform assembly
tolerance stack analysis for various geometrical tolerances. There are
many methods to calculate the cumulative effect of tolerance stack ups
at specific points of a mechanical assembly with known individual
tolerances (both type and value). The worst case and root sum square
methods of tolerance stack up are commonly used methods. The worst case
approach is applicable when the number of constituent dimensions in
assembly is very small, the volume of production is very small and 100
per cent acceptance is required. The weakness of the method is that its
predictions become too conservative, because as the number of components
in the assembly increases then the chances of all the individual
tolerances occurring at their worst case limits reduce. The Root Sum
Square Approach is applicable when the number of constituent dimensions
in assembly is sufficiently large; the volume of production is very high
and finite rejection of the product assembly is acceptable.
2. Overview of Tolerancing
Engineering, as a science and a philosophy, has gone through a
series of changes that explain and justify the need for a new system for
managing dimensioning and tolerancing activities. The evolution of a
system to control the dimensional variation of manufactured products
closely follows the growth of the quality control movement. During the
1960s and 1970s, the trend in engineering education in the United States
shifted away from a design-oriented curriculum toward a more theoretical
and mathematical approach. Concurrent with this change in educational
philosophy was the practice of issuing contracts between customers and
suppliers that increased the physical separation of engineering
personnel from the manufacturing process. These two changes, education
and contracts, encouraged the development of several different product
design philosophies. The philosophies include engineering driven design,
process driven design, and inspection driven design.
2.1 Engineering Driven Design
An engineering driven design is based on the premise that the
engineering designer can specify any tolerance values deemed necessary
to ensure the perceived functional requirements of a product.
Traditionally, the design engineer assigns dimensional tolerances on
component parts just before the drawings are released. These tolerance
values are based on past experience, best guess, anticipated
manufacturing capability or build-test-fix methods during product
development. When the tolerances are determined, there is usually little
or no communication between the engineering and the manufacturing or
inspection departments. This method is sometimes called the
"over-the-wall" approach to engineering design because once
the drawings are released to production, the manufacturing and
inspection personnel must live with whatever dimensional tolerance
values are specified.
2.2 Process Driven Design
A process driven design establishes the dimensional tolerances that
are placed on a drawing based entirely on the capability of the
manufacturing process, not on the requirements of the fit and function
between mating parts. When the manufactured parts are inspected and meet
the tolerance requirements of the drawings, they are accepted as good
parts. However, they may or may not assemble properly. This condition
occurs because the inspection process is only able to verify the
tolerance specifications for the manufacturing process rather than the
requirement for design fit and function for mating parts.
2.3 Inspection Driven Design
An inspection driven design derives dimensional tolerances from the
expected measurement technique and equipment that will be used to
inspect the manufactured parts. Inspection driven design does not use
the functional limits as the assigned values for the tolerances that are
placed on the drawing. The functional limits of a dimensional tolerance
are the limits that a feature has to be within for the part to assemble
and perform correctly. one inspection driven design method assigns
tolerances based on the measurement uncertainty of the measurement
system that will be used to inspect finished parts.
3. Previous Research
A lot of work has been done in the field of conventional
tolerancing. Conventional tolerancing methods do a good job for
dimensioning and tolerancing size features and are still used in good
capacity today, but conventional tolerancing do not cater precisely for
form, profile, runout, location and orientation features. Geometric
Dimensioning and Tolerancing is used extensively for location, profile,
runout, form and orientation features. The stack of geometrical
tolerances has been done by Ngoi et al. In his research, a generic
approach has been presented which is simple and systematic process of
tolerance stack analysis. The model is constructed, representing the
given and the unknown dimensions. The proposed method uses, as the name
implies, a generic capsule, which takes into account all the related
aspects of the axis and surface type of tolerance. Ngoi et al. presented
an elegant approach by using the 'Quickie' technique towards
tolerance stack analysis for GDT. The proposed approach has the
potential to significantly reduce the amount of work required and
computerization is proving to be promising. The 'Quickie' GDT
method is applicable to all geometric characteristics. However, due to
different treatments in various families of geometric characteristics,
the 'Quickie' GDT approach analysed runout and concentricity
tolerances. Ngoi et al. presented a straightforward, easy-to-use
graphical approach known as the "Catena" method for tolerance
stack analysis, involving geometric characteristics in form
control--flatness, straightness, circularity and cylindricity. No
complicated mathematical formulae are required in deriving the solution.
Ngoi et al. suggested Nexus method for stack up of position tolerance
involving bonus and shift tolerances. The method constructs graphical
representations of features termed Nexus cells. The cells contain all
geometric information of the features in numerical values. After each
feature is represented by a Nexus cell, the cells are linked up to form
the Nexus model for the part. once the model is completed, it can be
used to evaluate GDT problems associated with the part. The method is
also applicable for assembly. The "Noded graph" model by Ngoi
et al. is constructed, representing the given and the unknown
dimensions. Links are then established, using the model, which help to
formulate the stack path of interest into a linear equation. The
equation is used to complete the tolerance stack analysis module. Swift
et al. introduced a knowledge-based statistical approach to tolerance
allocation, where a systematic analysis for estimating process
capability levels at the design stage is used in conjunction with
statistical methods for the optimization of tolerances in assembly
stacks. The method takes into account failure severity through linkage
with failure mode and effects analysis (FMEA) for the setting of
realistic capability targets. Ngoi et al. presented a simple graphical
method to represent the process links between surface planes, and leads
to ease in performing the validity of a process plan. The approach used
the linear optimisation software, LINDO, to solve the respectively
linear working dimension and manufacturing tolerance equations. Ngoi et
al. presented a simplified approach of model construction directly from
the process plan. With the model constructed, the relevant process links
between any two surfaces can be easily determined. Unlike other methods,
it does not require transcribing the link information into constraint
equations. The formation of the constraint equations is made easier by
direct read-out from the model. He JR described an extension of a model
which determines an optimum set of dimensions and tolerances for
machining processes at minimum manufacturing cost. This optimisation
minimizes the cost of scrap, which is a function of manufacturing
tolerances, as the objective function. Requirements of design sizes,
geometrical tolerances (both form and position) and machining allowances
are expressed mathematically as constraints for the optimization. Singh
et al. reviewed different methods of tolerances allocation and found
mean shift models. The combination of the basic approaches can
appropriately be considered more useful because of simplicity of
application and improved precision over the plain basic. Numerical
integration and experimental design methods are relatively less
complicated, and are useful especially when it is difficult to express
the assembly response function analytically or when computation of the
partial derivatives is difficult. Singh et al. reviewed tolerance
synthesis approaches for tolerance stack-up i.e. the worst-case and the
root sum square approaches, or a combination of the aforementioned basic
approaches, viz. the Spotts criteria and the Greenwood and Chase
criteria, used in an estimation of the tolerance build-up. There is a
need to have properly estimated mean-shift factors to get precise
results. Zhang and Wang used the exponential cost-tolerance model for
the various machining processes for the allocation of design and
machining tolerances based on the least manufacturing cost criterion
using simulated annealing as the optimization method. Ahluwalia et al.
developed a computer aided tolerance control (CATC) system based on the
tolerance chart technique. The selection of manufacturing processes and
sequence of processes affects process tolerance stacking. The system can
be used for computer aided process planning (CAPP) and for CAD/CAM
integration. Chase et al. described a procedure for tolerance
specification based on quantitative estimates of the cost of tolerances,
which permits the selection of component tolerances in mechanical
assemblies for minimum cost of production. Chase et al. described
several algorithms for performing tolerance allocation automatically,
based on optimization techniques. A cost vs. tolerance function is used
to drive the optimization to the minimum overall cost. The methods
provide a rational basis for assigning tolerances to dimensions. Sahani
et al. compared different methods for stack up of geometrical
tolerances.
4. Methods for Tolerance Stack Up
In this section, methods have been presented, that can calculate
the cumulative effect of tolerance stack ups at specific points of a
mechanical assembly. It is assumed that individual tolerances are known
(both type and value). The different methods are as follows:
4.1 Worst Case Analysis
This method, also known as linear stack-up, is the most basic
method for predicting the effect of individual tolerances on the whole
assembly. In this method, tolerance analysis is done by assuming that
all the individual tolerances occur at their worst limits or dimensions
simultaneously. The accumulated tolerance ([DELTA]Y) can be written as
[DELTA]Y = [n.summation over (i = 1)][delta]i (1)
Where,
n = Number of constituent dimensions in the dimension chain
[delta]i = Tolerance associated with dimension.
This approach is applicable when
(a) The volume of production is very small
(b) 100 per cent acceptance is required
(c) The number of constituent dimensions in assembly is very small
The weakness of the method is that its predictions become too
conservative, because as the number of the parts in the assembly
increases then the chances of all the individual tolerances occurring at
their worst case limits reduce. This method can be used in designing
fixtures and also used for collision avoidance by robots.
4.2 Statistical Tolerance Analysis
This method assumes a probability distribution function (pdf) for
the variation of tolerances and then uses this function to predict the
assembly variability in the system. A standard procedure for tolerance
analysis is to determine the first four moments of this function and use
these to choose a distribution that describes the system variability.
The main techniques for statistical tolerance analysis are described
below.
4.2.1 Root Sum Squares Method (RSS)
It is the most general form, assuming a Normal or Gaussian
distribution for component variations. This case is very popular and
frequently used in mechanical assemblies because of its simplicity. It
has been found that it is very optimistic and many times the number of
rejections in the assembly is more than predicted. Total tolerance of
assembly can given as
[DELTA]Y = [square root of ([n.summation over (i =
1)][[delta].sup.2.sub.i])] (2)
Where,
n = Number of constituent dimensions in the dimension chain
[delta]i = Tolerance associated with dimension.
This approach is applicable when
(a) The volume of production is very high
(b) Finite rejection of the product assembly is acceptable
(c) The number of constituent dimensions in assembly is
sufficiently large
4.2.2 Estimated Mean Shift Model
It is a slight modification of the RSS analysis. In RSS we assume
that the variation of each component dimension is symmetrically
distributed about the mean or nominal dimension, which in real
processes, is shifted due to setup errors or drifts due to time-varying
parameters such as tool wear. In this method the mean is shifted to
accommodate the variations.
[DELTA]Y = [n.summation over (i = 1)][alpha]i[delta]i +
[z/3][square root of ([n.summation over (i = 1)](1 -
[[alpha].sup.2.sub.i])[[delta].sup.2.sub.i])]
Where,
[alpha]i = mean shift factor associated with the manufacturing
process for dimension Xi
Z = 3.00, corresponding to 99.73 percent yield this value is most
commonly used in an analytical treatment
4.2.3 Taguchi 's Method
The general idea of Taguchi's method is to use fractional
factorial or orthogonal array experiments to estimate the assembly
variations due to the component variations. This means that the modified
Taguchi method is a product Gaussian Quadrature method that gives
correct values of the moments up to the fifth moment for linear
functions. This method is similar to the Quadrature method.
4.2.4 Reliability Index Method
This method calculates the yield or the probability of successful
assembly based on the Hasofer-Lind reliability index. Given the moments
of the component parameters, each of these random variables is
transformed into a standard normal random variable.
4.2.5 Motorola Six Sigma Model
It is a modification for the RSS method, developed by the Motorola
Corp, where a process capability index is assumed. The process
capability index is six times the variance of the process. It is a
modification of the estimated mean shift model that assumes that the
mean of a process shifts due to process variations due to tool wear. In
order to achieve high quality in a complex product comprised of many
components and processes, each component and process must be produced at
significantly higher quality levels in order for the composite result to
meet final quality standards.
4.3 Monte Carlo Simulation
Monte Carlo Simulation is a powerful tool for tolerance analysis of
mechanical assemblies. It can be used for both nonlinear assembly
functions and non-normal distributions. It is based on the use of a
random number generator to simulate the effects of manufacturing
variations on assemblies as shown in Figure 2.
[FIGURE 2 OMITTED]
5. Methodology
A case is taken up for the tolerances stack up of an assembly by
proposed methods. The assembly consists of two components: I and C
section as shown in Figure 3a. The drawings of both the components are
shown in the Figure 3b and Figure 3c.In this case, extremum of X is to
be calculated.
[FIGURE 3 OMITTED]
5.1 Generic Capsule
In this method, the steps to be followed are labelling, modeling,
formulation and evaluation. Firstly, the surfaces dimensioned are
labeled as shown in Figure 4. Here, surfaces with bilateral flatness
tolerance specifications are labelled twice. Those labels that have an
asterisk (*) suffixed to the alphabets represent the virtual surface
created by the presence of the geometrical tolerance. Those surfaces
that do not have the asterisk represent the basic surfaces i.e. surfaces
that are separated apart by basic dimensions. The part number for the I
is 1 while the part number for the C is 2.
Having completed the labelling phase, the graphical model can then
be constructed as shown in Figure 5. In the case of an assembly, the
graphical model is constructed part by part. The two part models are
then linked together by dashed line that represent surface contact.
[FIGURE 4 OMITTED]
[FIGURE 5 OMITTED]
Upon the completion of the model, the stack path is identified
which passes through the dashed line that connects between 1D* and 2C*.
The expression derived from the stack path is
1A*2D* + 2D*2D - 2C2D + 2C2C* + 2C*1D* + 1D*1D - 1C1D - 1B1C - 1A1B
+ 1A1A* = 0
Upon substitution and simplification,
X = 25.0[+ or -]0.66
[X.sub.max] = 25.66
[X.sub.min] = 24.34
5.2 The Quickie Method
The surfaces are numbered in sequence from top to bottom. Referring
to Figure 6, the 'Quickie' GDT graphical model is developed
and shown in Figure 7.
[FIGURE 6 OMITTED]
[FIGURE 7 OMITTED]
The results in a closed loop being formed and the data are
tabulated in Table 2. From Table 2, [X.sub.max] = 25.0 + 0.66 = 25.66
and [X.sub.min] = 25.0 - 0.66 = 24.34 respectively.
5.3 The Catena Method
The "Catena" method consists of establishing a
closed-loop stack path between a pair of nodes and summing up the values
in the closed-loop using the vector principle to obtain the solution.
The surfaces of each part are labelled from top to bottom (Figure
8). The assignment of identity is dependent on the availability of
dimensions between any two surfaces. All tolerances available in the
assembly are converted to the bilateral form.
[FIGURE 8 OMITTED]
With this information, a nodal representation for a surface of a
part can be constructed. Surface B4 of the "C Section" part in
Figure 9 is used as an example, and the nodal representation is shown in
Figure 10. The surface node consists of three portions. The
semi-circular portions identify the part and its surface. The
upper-right portion is catered for in the "Offset" case,
whereas the bottom-right portion is catered for in the
"Adjacent" case. The geometric tolerances for offset and
adjacent cases used in the stack calculation are ([+ or -]GT) and
(-GT/2[+ or -]GT/2) respectively. The Catena Model is shown in Figure
10.
[FIGURE 9 OMITTED]
[FIGURE 10 OMITTED]
Upon the completion of the Catena model, the stack path is
identified which should pass through the dashed line that connects
between B3 and A4. The closed loop path will be A1-B4-B3-A4-A3-A2-A1 and
the expression derived is
X [+ or -]0.015 - (5.0 [+ or -] 0.1) [+ or -] 0.025 [+ or -] 0.01 -
(5.0 [+ or -] 0.1) - (10.0 [+ or -] 0.3) - (5.0 [+ or -] 0.1) [+ or -]
0.01 = 0
X = 25.0[+ or -]0.66
[X.sub.max] = 25.66
[X.sub.min] = 24.34
5.4 Conventional Method
The extremum of X are calculated as
X = Flatness at 2D+2C2D+ Flatness at 2C+ Flatness at 1D+1C1D
+1B1C+1A1B+
Flatness at 1A
= ([+ or -]0.015) + (5.0+0.1) + ([+ or -]0.025) + ([+ or -]0.01)+
(5.0+0.1) + (10.0+0.3)+ (5.0+0.1)+([+ or -]0.01) = 25.0[= or -]0.66
So,
[X.sub.max] = 25.66
[X.sub.min] = 24.34
However, it is difficult to computerise the conventional method for
tolerance stack up. So, this method is not useful for large assemblies
where as graphical approach techniques provide an opportunity to handle
large assemblies by writing a computer program.
6. Logic for Computation
For calculation of distances between one surface to another, a
system has been developed (Figure 11) for the orientation based
geometrical tolerance. While running the system, it asks for which type
tolerance you want to cater for. After key in the proper tolerance type,
it asks the number of components. For each component, we have to give
the input that includes number of surfaces, the distance between one
surface to another. While providing the distances, it also asks for the
dimensional tolerance. once the above step is completed, the input
required is the reference surface and the parallelism on each surface.
After inputting all these details, the geometrical tolerances are
divided by 2 because of bilateral in nature. Same types of input should
be provided for all other components. After that the system asks whether
you want to carry out the assembly of these components. If the answer is
no, then the output is displayed in form of resultant matrix which
provide the distance between one surface to another of same component.
The stack up of tolerances has been done by both technique i.e. worst
case and root sum square approach. Hence for each component, there are
four matrices i.e. maximum and minimum values by both WC and RSS
approach.
If the selection of whether you want to carry out the assembly is
yes, then it asks how many components you want to assemble. The number
of the components being assembled is keyed in. Then it asks the
component numbers of top and bottom followed by the mating surface. Now,
automatically the bottom component of previous assembly is taken as top
component for next mating assembly, it asks for the bottom one and so
on. The resultant matrix is generated of the order of total number of
surfaces. The order of resultant matrix is nxn, where n is the total
number of surfaces in the assembly. Now Results of assembly can be shown
in form of matrix R given below
R = Assem(i, j) i, j = 1, ..., n
7. Conclusion
This chapter presents efficient and effective graphical methods for
evaluating tolerance stack up problems. These methods are simple,
straightforward and easy to apply. The user does not need to remember
the numerous rules regarding tolerance stack up analysis. The models
constructed are graphical replica of the geometrical relationship
between the features and parts in the assembly. Using these models, the
stack up can be done. These stacks up will assist the designers in
evaluating the relative effect of individual tolerances and making
necessary changes in early stage of design. The systematic tolerance
analysis algorithm is suitable for both manual calculation and computer
programming.
An automatic system has been developed. The developed system is
capable of calculating the unknown distance for the components as well
as their assemblies with n number of components having m number of
surfaces. This system can be used for orientation geometrical tolerances
i.e. parallelism, perpendicularity and angularity. This system is based
on WC and RSS approaches. The system helps the designer to reallocate
the tolerances in very complex mechanical assemblies without affecting
the functionality as well as manufacturability. The process of
manufacturing can be decided based on reallocated tolerances. The
manufacturing process of individual component is decided so as to
minimize the overall cost of the system. However the system has a
limitation of catering for only one type of tolerance at a time. To
date, no single tolerancing software is able fully to automate such
analysis. Tolerancing software can be developed using the computational
methodologies of these methods to evaluate geometric tolerance stack
problems. Further these accumulated tolerances can be distributed on
different components for optimization of cost.
[FIGURE 11 OMITTED]
7. References
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(1990). Least cost tolerance allocation for mechanical assemblies with
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Drake, Paul J. Jr. (1999). Dimensioning & Tolerancing Handbook,
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Approach to stack Analysis. Int J Adv Manuf Technol, 14, pp. 343-349
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J.K. (2011). Review of Assembly Tolerance Stack up Analysis Techniques
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Authors' data: Sahani, A[jai] K[umar]; Jain, P[ramod] K[umar];
Sharma, S[atish] C., Mechanical & Industrial Engineering Department,
Indian Institute of Technology Roorkee, India, sahaniak@yahoo.com
DOI: 10.2507/daaam.scibook.2013.52
Tab. 1. Types of Geometric Tolerances
Type of Characteristic
Tolerance
For Form Straightness
Individual Flatness
Features Circularity
Cylindricity
For Individual Profile Profile of a Line
or Related Profile of a Surface
Features
For Related Orientation Angularity
Features Perpendicularity
Parallelism
Location Position
Symmetry
Concentricity
Runout Circular Runout
Total Runout
Tab. 2. Tabulation for assembly
Path Dimension Tolerance
1a1b +5.0 [+ or -] 0.110
1b1c +10.0 [+ or -] 0.300
1c1d +5.0 [+ or -] 0.100
1d2c 0 [+ or -] 0.010
2c2d +5.0 [+ or -] 0.140
1a2d +25.0 [+ or -] 0.66