PSI - Issue 28
NikolayA. Makhutov et al. / Procedia Structural Integrity 28 (2020) 1347–1359 N.Makhutov, D.Reznikov / Structural Integrity Procedia 00 (2020) 000–000
1351
5
where eq eq e e e . In (Makhutov, 1981) it was proposed to use a power law expression as a functional describing strain hardening in the plastic region for σ>σ y (curves 1 in Fig. 1): 1 ( ) m eq eq f e Ke (3) / y eq eq , / eq y e e e , eq / y
where K and m are material constants determined experimentally. The following equation was proposed in order to take into account the influence of strain rate hardening:
eq e e
et
(4)
eq
2 f e
0 eq
where et is the material constant determined experimentally. Other types of functions were also proposed including the exponential ones. In the range of low temperatures t < t 0 exponential forms are used in the function f 3 ( t ) to describe the influence of temperature factor:
0 1 1 t t
(5)
3
exp
f t
t
where t 0 =20
0 C ( t 0 =293 K ) is the room temperature, t is the ambient operating temperature, and β t is the material
characteristic determined experimentally. According to (1) - (5) the governing equation can be written in the form:
e
0 eq eq e e
1 1
(6)
exp
m Ke
T
et
et
t t
0
where et and et e are stress (equivalent stress) and strains (equivalent strain) at the strain rate е and temperature t ; eq e is the equivalent plastic strain; eq e is the rate of the equivalent plastic strain; 0 1 eq e s -1 is strain rate during static tests; t 0 is the room temperature. Expression (6) is in a good agreement with the Johnson–Cook model that is widely used in dynamic calculations:
0 eq eq e e
1 1
(7)
m
eq
1 ln C
exp
K e
T
0
y
eq
t t
0
where σ y0 is the yield strength under static loading; K is the isotropic (static) hardening, m is the strain hardening exponent. 3. Assessment of the state of stresses and strains under high-speed low-temperature loading The problem of assessment of the stress-strain response of the notched specimen (Fig. 2c) subjected to high-speed low-temperature loading requires accounting for a number of factors: - elastoplastic stress-strain diagrams of the standard specimen under static tension with yield strength σ y (Fig. 1, curve 1);
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