Environmental Engineering Reference
In-Depth Information
TABLE 6.3
Results.of.Static.Treatment.to.Determine.Modulus.of.Normal.Elasticity.E z
Ez*103kg/
cm 2
Empirical
Frequency
'(x)eq.
15
m 1
m 1
'x*105
'Sx*105
'x-'x1s
c 2 .eq.16
3.1.3.15.3.2
.5
3.56
0.25
1.63
0.0035
3—2
.0.133
3.25.3.3.3.35
.7
1.04
0.139
6—1
.0.166
3.4.3.45.3.5
.8
3.56
0.217
9—.
-1
.0.101
3.55.3.6.3.65
.10
0.016
0.240
10—0
.0
3.7.3.75.3.8
.8
0.76
0.18
8—0
.0
3.85.3.9.4.0
.4
1.35
0.096
4—0.
.0
Note: .N.=.å42;.c2.=.å0.4
We.assumed.that.the.empirical.curve.follows.the.law.of.normal.distribu-
tion. 8 .The.normal.law.of.distribution.is.given.by:
(
)
2
x-a
1
2 6
.
ρ
( )
x
=
e
.
(6.15)
(
)
1 2
/
2
σ
2
π
where. X i . and. S. are. substituted. instead. of. “a”. and. “6,”. respectively.. With.
Equation. (6.15). and. by. substituting. experimental. results,. we. can. check.
whether. they. follow. the. law. of. normal. distribution.. We. assumed. that. the.
empirical. curve. follows. the. theory. of. normal. distribution. if. the. reliability.
testing.is.not.less.than.95.percent..Therefore,.the.probability.is.more.than.5.
percent.(0.05)..To.compare.the.experimental.and.theoretical.curves,.density.
of.probability.by.Pearson's.criterion.is.used,.which.is.given.by.the. Methods of
Statistical Treatment of the Experimental Datum . 9
e Experimental and eoretical Distribution
Modulus of Elasticity Ez
15
10
5
0
1
2
3 4
Modulus of Elasticity Ez, 10 5
5
6
Series 1
Series 2
Series 3
FIGURE 6.2
Modulus.of.elasticity.Ez.distribution.
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