Information Technology Reference
In-Depth Information
x
G
Minimize
f(
)
=
1
.
10471
x
2
1
x
+
0
04811
x
x
(
x
+
14
)
,
2
3
4
2
subject to
G
G
G
G
g
(
x
)
=
τ
(
x
)
−
τ
≤
0
,
g
(
x
)
=
σ
(
x
)
−
σ
≤
0
,
1
max
2
max
x
G
G
G
G
G
g
(
)
=
x
−
x
≤
0
,
g
(
x
)
=
δ
(
x
)
−
δ
≤
0
,
g
5
(
x
)
=
P
−
P
(
x
)
≤
0
,
3
1
4
4
max
C
where
x
G
x
P
MR
x
τ
(
)
=
(
τ
′
)
2
+
2
τ
′
τ
′
+
(
τ
′
)
2
,
τ
′
=
,
τ
′
=
,
M
=
P
(
L
+
)
,
2
2
R
J
2
2
x
x
1
2
⎩
⎨
⎧
⎭
⎬
⎫
G
x
2
2
x
+
x
⎡
x
2
2
x
+
x
⎤
6
PL
R
=
+
(
)
2
,
J
=
2
2
x
x
+
(
)
2
,
σ
(
x
)
=
,
1
3
1
3
⎢
⎣
⎥
⎦
1
2
4
2
12
2
x
2
3
x
4
x
x
2
3
6
4
4
013
E
G
4
PL
3
G
x
E
36
δ
(
x
)
=
,
P
(
x
)
=
(
−
)
,
3
C
Ex
3
3
x
L
2
2
L
4
G
4
P
=
6000
lb,
L
=
14
in,
δ
=
0
25
in,
E
=
30
×
10
6
psi,
max
G
=
12
×
10
6
psi,
τ
=
13
,
600
psi,
σ
=
30
,
000
psi,
max
max
0
.
125
≤
x
≤
5
,
0
.
1
≤
x
,
x
≤
10
,
0
.
1
≤
x
≤
5
.
1
2
3
4
Again, our modified HS method found good solutions without violating any con-
straint for this practical design problem.
Fig. 7.
Schematic of welded beam
Search WWH ::
Custom Search