Issue 29
M. Marino, Frattura ed Integrità Strutturale, 29 (2014) 96-110; DOI: 10.3221/IGF-ESIS.29.10
• = r t t . It results = r
and = < r
r
2 =1
3 = 0
, and Eq. (13-15) give (since
and
)
1
1
d
= / de
= / de
/ ( , , ) = / e e β
R
R
R
(22)
2 d
2
= / de
=1 / de
r
R
R
R
0
3
3
d
= 0
= 0
C β
and thereby = β β
resulting r denote reference stress and strain values at the onset of the reverse transformation. Moreover, from Eq. (12) and since from Eq. (16). Accordingly, stress r and the corresponding strain
= r r t de
= r t
= r r t
i d
= e d de
= E de
2 3 = = 0 d d
2 E de
= 0
, it results
,
, and
. Accordingly,
and
are
2
the starting stress and the starting strain of the reverse transformation. • [ , ) r r t end t t t . At each step, it results 2 < 0 d and 3 = 0 d
i
de ,
e d
d
=
=0
, and thereby Eq. (12) gives
, and
= = r t . Accordingly, a plateau in the stress-strain response is obtained during the martensitic de-orientation, occurring at the reverse transformation stress r t . During the overall transformation, the evolution laws for the volume fractions result in 1 2 = = / R e as long as 2 > 0 (and thereby 1 <1 ). Accordingly, a complete reverse martensitic transformation (corresponding to 2 going from 1 to 0) is obtained in the time interval r t . Thereby, time = = r r end end t t t dt corresponds to 1 =1 and 2 = 0 (but 2 < 0 d and 3 = 0 d ) or, in other words, to a complete reverse transformation. In this situation, variations of the tentative volume fractions and alloy compositions are obtained from Eq. (13-15) and (16), and therefore
1
d
= / de
1 / de
1 0
R
R
β
= = 0 pr
(23)
= / de
C
2
d
= / de
β β
R
R
0
3
d
= 0
, with the strain produced during the martensitic lattice de-orientation (during the
Moreover, actual strain is = r t
R
= . Accordingly, considering a complete loading
[ , ] r r t end
t t
time interval
) being fully inelastic and equal to
i
R
), the total inelastic strain at the end of the test is D R .
[0, ] r end t
unloading cycle (that is,
1 [ , 2 ] r end t t
t
•
. At each step, alloy composition is governed by the projection described in Eq. (23). It results
e
de ,
i d
= E de .
2 3 = = 0 d d
d
=
=0
, and thereby Eq. (12) gives
, and
1
0 dt , it results
It is worth pointing out that, in the limit
, , , , d d d r r r r
d t
d
d
r
r
d
r
t
t
t
= /
= /
0 dt , the obtained constitutive
d
r
E
E
E
/
where
and
. In summary, in the limit
d
d
D
1
1
2
relationship during a tensile traction-release test is (see Fig. 3)
d
d
E
if
1
d
Loading ε [0,ε ] : ( )
d
(24)
if
<
D
max
d
d
E
(
) if
>
D d
D
2
2 ( d E
) if >
r
D d
Unloading ε [ε ,0] : ( )
r
r
r
(25)
if if
<
R
max
r
E
R
1
and the corresponding evolution of single-oriented martensitic microstructure 2 is
106
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