Civil Engineering Reference
In-Depth Information
Manipulating
σ m A o , m
σ m + 1 A o , m + 1
= e ε L , m + 1
e ε L , m
(6.48)
σ m A o , m
σ m + 1 A o , m + 1
= e ( ε L , m ε L , m + 1 )
(6.49)
ln
σ m A o , m
ln
σ m + 1 A o , m + 1
ε L , m + ε L , m + 1 = 0
(6.50)
where the stress ( σ ) is defined by a modified power law relation that is a function
of temperature and strain for Mg AZ31:
σ m
ε L , m ,total , T m
= K m ε n L , m ,total e ε L , m ,total s m
(6.51)
σ m + 1
ε L , m + 1,total , T m + 1
= K m + 1 ε n m + 1
L , m + 1,total e ε L , m + 1,total s m + 1
(6.52)
and
ε L , m ,total = ε i 1
L , m ,acc + ε L , m
(6.53)
ε L , m + 1,total = ε i 1
L , m + 1,acc + ε L , m + 1
(6.54)
where ε L , m ,total and ε L , m + 1,total are the total accumulative strain in element m and
m + 1 developed during forming at time step i , respectively. ε i 1
L , m ,acc and ε i 1
L , m + 1,acc
represent the total accumulative strain in element m and m + 1 from the start of
forming to the prior time step ( i 1). ε L , m and ε L , m + 1 are the incremental strains
occurring during time step i for elements m and m + 1, respectively.
Such that K , n , and s are as follows:
T 25 C : K = K RT
25 C < T < 150 C : K = K 1 T + K 2
T 150 C :
K :=
(6.55)
K = K 3 exp ( K 4 T )
T 25 C : n = n RT
25 C < T < 150 C : n = n 1 T + n 2
T 150 C :
n :=
(6.56)
n = n 3 T + n 4
T < 120 C: s = 0
120 C T 327 C : s = s 1 T 2 + s 2 T + s 3
T > 327 C :
s :=
(6.57)
s = 0
where the coefficients are given in Table 6.4 .
 
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