Mathematical model and statistical analysis of the elongation of the steel J55 API 5CT before and after the development of the pipes.
Mjaku, Malush ; Krasniqi, Fehmi ; Maksuti, Rrahim 等
1. INTRODUCTION
During technological process of pipe production with rectilinear seam entrance, a factor with significant impact is plastic deformation in the cold which is realized based on the deformation forces in
inflexion throughout formation process of pipe calibration. It is more
likely that the impact will be bigger as long as diameter of the pipe is
smaller. To invent and assess this impact in mechanical attributes,
extension in pulling, we have planned the experiment in three conditions
of the material: preliminary steel coil, pipe [empty set] 139.7x7.72 mm
and pipe [empty set] 219.1x7.72 mm [1]. These three conditions, express
three levels (1, 2 and 3) of quality factor"deformation
level". For each level there have been conducted 5 experiments in
inflexion [3]. Specimens have been taken in direction of pipe's
axis and experiments have been conducted based on application of
fortuity's criteria. Calculating indicator is percentage of
elongation ([A.sub.2]), marked with y.
2. MATHEMATICAL MODEL AND STATISTICAL ANALYSIS
2.1. Mathematical Model
Mathematical model which is predicted to reflect such a study is
composed from a system by n equations forms (Pantelic, 1976):
[y.sub.ij] = [bar.m] + [a.sub.i] + [[epsilon].sub.ij] (1)
The formulas for calculation of round constant in which are based
all observing results of index/indicator y ([bar.m]) and effects
([[bar.a].sub.i]) are:
[bar.m] = 1/n x [y.sub.++] [[bar.a].sub.i] = 1/p [y.sub.i] +
-[bar.m] (2)
Based on values from table 1 and formulas (2) we will have:
[bar.m] = 1/15 437 = 29.13
[[bar.a].sub.1] = 32.20 - 29.13 = 3.07
[[bar.a].sub.2] = 27.20 + (-29.13) = -1.93
[[bar.a].sub.3] = 28 + (-29.13) = -1.13
With replacement of effects values in equations (1) mathematical
model will have this form:
[y.sub.1j] = 29.13 + 3.07 + [[epsilon].sub.1j]
[y.sub.2j] = 29.13 - 1.93 + [[epsilon].sub.2j] (3)
[y.sub.3j] = 29.13 - 1.13 + [[epsilon].sub.3j]
2.2. Statistical Analysis
2.2.1. Variance Analysis
Total sum of the squares of differences (deviations) of the
measured values from the average is composed by two components (Kedhi,
1984):
S = [S.sub.g] + [S.sub.p] (4)
Value of summary of error squares [S.sub.g] is:
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII]
In similar method we will have also the value of deviation of
experimental mistake.
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII]
2.3. Control of Hypothesis, upon equality of the effects
For this is required control of hypothesis based the equality of
the effects [a.sub.i]. According to the equation (2), Hypothesis of
equation of the effects Ho, will take the form [Douglas & Mongomery,
2000):
[[mu].summation over (i=1)] [[bar.i].sub.i] = 0 [H.sub.0]:
[a.sub.1] = [a.sub.2] = ... = [a.sub.[mu]] = 0 (5)
Alternative hypothesis is:
[H.sub.1] : [a.sub.i] [not equal to] 0 (6)
Value of calculated Fisher's criteria is:
[F.sub.c] = [s.sup.2.sub.p]/[s.sup.2.sub.g] (7)
[F.sub.c] = 36.07/3.80 = 9.49
For level of importance [alpha] = 0.05 limit value of Fisher's
criteria:
[F.sub.t([alpha])2;12] = [F.sub.t(0.05);2;12] = 3.89; [F.sub.c] =
9.49 > [F.sub.t] = 3.89
Then, with level of importance [alpha] = 0.05 hypothesis [H.sub.0]
is rejected and effects [a.sub.i] (i = 1,2,3) are accepted.
2.4. Comparison of the effects
2.4.1. Comparison of the effects according to minimal valid
difference
To emphasize which levels are with important changes, first is
required to calculate minimal valid difference [DELTA].sub.ik] ([alpha])
for level of importance [alpha] = 0.05.
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII]
Based on the criteria (8) levels of effects "i" and
"k" factor, so it compares [a.sub.i] and [a.sub.k]:
[absolute value of [[bar.a].sub.i] - [[bar.a].sub.k]] >
[[DELTA].sub.ik]([alpha]) [absolute value of 3.07 - (-1.93)] = 5 >
4.95
[absolute value of [[bar.y].sub.i+] - [[bar.y].sub.k+]] >
[[DELTA].sub.ik]([alpha]) [absolute value of 32.20 - 27.20] = 5 >
4.95 (8)
from application of this criteria result that:
[absolute value of [[bar.y].sub.1+] - [[bar.y].sub.2+]] = [absolute
value of 32.20 - 27.20] = 5 > 4.95, between levels 1 and 2 it has
important impact [absolute value of [[bar.y].sub.1+] - [[bar.y].sub.3+]]
= [absolute value of 32.20 - 28 = 4.20 < 4.95, between levels 1 and 3
it has not important impact [absolute value of [[bar.y].sub.3+] -
[[bar.y].sub.2+]] = [absolute value of 28 - 27.20] = 0.80 <4.95,
between levels 3 and 2 it has not important impact
2.4.2. Comparison of the effects according to collective criteria
of deviations
In this way "first type of mistake" to revoke a true
hypothesis would be: 1 - 0.857=0.142 (and no more 0.05). To avoid this
increment of mistake we should use other criteria, Duncan's
collective criteria of deviations, which will be described bellow. For
case when number of proves/experiments p in every level is same,
standard mistake is calculated (Kedhi, 1984):
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII] (9)
By statistical tables, for [alpha] = 0.05 and number of degrees of
freedom f = n-[mu]=15-3=12, are with row for q=2, 3 valid deviation:
[r.sub.0.05(2;12)] = 3.08 and [r.sub.0.05(3;12)] = 3.23
With valid deviations [r.sub.[alpha]] and standard mistakes of
levels, calculation of minimal valid deviations according to the
formula:
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII] (10)
[R.sub.2] = 3.08 x 0.87 = 2.67 and [R.sub.3] = 3.23 x 0.87 = 2.81
Minimal valid deviation will be:
[[bar.y].sub.i] - [[bar.y].sub.k] [greater than or equal to]
[R.sub.q] (11)
Now the comparison between levels of averages which are
systematized in groups can be done:
[[bar.y].sub.1+] - [[bar.y].sub.2+] = 32.20 - 27.20 = 5> 2.81 =
[R.sub.3], q = 3 - 1 + 1 = 3
[[bar.y].sub.1+] - [[bar.y].sub.3] = 32.20 - 28 = 4.20 > 2.67=
[R.sub.2], q = 3 - 2 + 1 = 2
[[bar.y].sub.3+] - [[bar.y].sub.2+] = 28 - 27.20 = 0.80 < 2.67 =
[R.sub.2], q = 2 - 1 + 1 = 2
3. DISCUTION/ CONCLUSIONS
Due to the plastic deformation, in cold, which is exercised upon
the laminated tin, in warm, during the pipe formation and calibration it
came to the strain hardening of steel's quality J55 API 5CT as a
consequence of dislocations' formation and blockage.
Hypothesis [H.sub.0] of effects equation: [a.sub.1] = [a.sub.2] =
[a.sub.3] = ... = [a.sub.1] x [mu] = 0 doesn't exist, while
alternative hypothesis [H.sub.1] exist at least for one effect [a.sub.i]
[not equal to] 0.
As the experimental calculated values of elongation in percentage
([A.sub.2]) of [F.sub.c] > [F.sub.t], with importance level [alpha] =
0.05 is accepted, effects ([a.sub.i] = 1, 2, 3) are not zero.
Since the effects' difference for elongation in percentage
([A.sub.2]) of levels "i" and "k" of factor's
level [[bar.a].sub.i] and [[bar.a].sub.k] is more larger than minimal
valid difference [[DELTA].sub.ik] ([alpha]) for importance level [alpha]
= 0.05, we have: [absolute value of [[bar.a].sub.i] - [[bar.a].sub.k]]
[greater than or equal to] [[DELTA].sub.ik]([alpha]), therefore it is
accepted that levels "i" and "k" have important
differences based on their impact in the experimental results.
While effects' difference of two pairs (1, 2) and (1, 3), with
exception of pair (3, 2), of averages of arithmetical values watched in
p levels probations "i" and "k" are larger than
minimal valid deviations [R.sub.q], so: [[bar.y].sub.i] -
[[bar.y].sub.k] > [R.sub.q]. Therefore, from this analysis we can
conclude how important are the differences of level's of the two
pairs during the research of elongation in percentage ([A.sub.2])
Results are done in "Laboratori mekaniko-metalografik IMK",
Ferizaj-Kosovo.
4. REFERENCES
Standard, API Specification 5CT, Washington 2000.
V. Kedhi, Metoda te planifikimit dhe te analizes se eksperimenteve,
(Methods of planning and analysis of experiments) Politeknik Faculty,
Tirane 1984.
Standard, ASTM-A370, Washington 2000.
Douglas C. Mongomery, Controllo statistico di qualita, Parte
III:(Statistical controll of quality, Part III), McGraw-Hill, 2000.
I. Pantelic, Uvod u teoriju inzinjerskog eksperimenta (Basic theory
in engineering experiments), Radnicki Universitet, Novi Sad 1976.
Table 1. Results
Reiterations / 1 2
Levels
1. 29 28
2. 30 27
3. 35 27
4. 31 27
5. 36 27
Sum 161 136
[y.sub.i+]
Average values 32.20 27.20
[[bar.y].sub.i,+] [[bar.y].sub.1+] [[bar.y].sub.2+]
Reiterations / 3
Levels
1. 27
2. 27
3. 28
4. 28
5. 30
Sum 140
[y.sub.i+] [y.sub.++] = 437
Average values 28
[[bar.y].sub.i,+] [[bar.y].sub.3+]
Table 2. Summary table of variance analysis
Reason of change Sum of squares No. of DOF
Processing [S.sub.p] = 72.14 [mu] - 1 = 2
Reasons of the case [S.sub.g] = 45.60 n - [mu] = 12
Sum of deviations S = 117.74 n - 1 = 14
Average square
Reason of change of deviations
Processing [S.sup.2.sub.p] = 36.07
Reasons of the case [S.sup.2.sub.g] = 3.80
Sum of deviations