Civil Engineering Reference
In-Depth Information
Table 6.4
Conventional
room and elevated
temperature model
coefficients for Mg AZ31B
Constant
Value
457.72
K
RT
−
1.9529
K
1
K
2
500.68
931.06
K
3
−
0.01
K
4
n
RT
0.1818
−
0.0004
n
1
0.1909
n
2
n
3
−
0.0009
0.2713
n
4
0.00008
s
1
s
2
−
0.0357
3.1162
s
3
Thus,
K
m
+
1
ε
n
m
+
1
K
m
ε
n
L
,
m
,total
e
ε
L
,
m
,total
s
m
A
o
,
m
L
,
m
+
1,total
e
ε
L,m + 1,total
s
m
+
1
A
o
,
m
+
1
ln
−
ln
(6.58)
− ε
L
,
m
+ ε
L
,
m
+
1
=
0
or
K
m
K
m
+
1
ε
n
L
,
m
,total
ε
n
m
+
1
ln
+
ln
−
ln
+ ε
L
,
m
,total
s
m
L
,
m
+
1,total
(6.59)
A
o
,
m
A
o
,
m
+
1
− ε
L
,
m
+
1,total
s
m
+
1
+
ln
− ε
L
,
m
+ ε
L
,
m
+
1
=
0
Finally,
K
M
K
M
+
1
A
O
,
M
A
O
,
M
+
1
ε
I
−
1
LN
+
LN
+
N
M
LN
L
,
M
,ACC
+
ε
L
,
M
ε
I
−
1
−
N
M
+
1
LN
L
,
M
+
1,ACC
+
ε
L
,
M
+
1
(6.60)
+
ε
L
,
M
(
S
M
−
1
)
−
ε
L
,
M
+
1
(
1
−
S
M
+
1
)
+
ε
I
−
1
L
,
M
,ACC
S
M
−
ε
I
−
1
L
,
M
+
1,ACC
S
M
+
1
=
0
Using Eq. (
6.60
), this leads to a system of
m
−
1 equations for
m
= {
1
...
(
m
−
1
)
}
where
m
is the number of nodes/elements.
It should be noted that the terms
A
o
,
m
and
A
o
,
m
+
1
change independently from
each other from the time step
i
to
i
+
1, thus simulating a varying cross-sectional
area along the specimen length.
This leads to a system of
m
−
1 implicit nonlinear equations with
m
unknowns.
Thus, the final condition required is