90
4 Visco-Elasticity
a)
t
(tmax = 100 × 0.1 max,min = ± 5.0)
b)
t
σ
(tmax = 100 × 0.1 σmax,min = ± 10.0)
c)
t
v
(tmax = 100 × 0.1 p,max,min = ± 5.0)
d)
σ
( max,min = ± 5.0 σmax,min = ± 10.0)
e)
σ
( max,min = ± 5.0 σmax,min = ± 10.0)
f)
σ
( max,min = ± 5.0 σmax,min = ± 10.0)
Fig. 4.8 Response analysis of the specific Newton model with material data: η = 1.0. Prescribed Ramp strain history with data: a = 5.0, a)-d) t 0 = 0.0, t 1 = 1.0, t 2 = 9.0, t 3 = 10.0;
= 0.1, N = 100, e) t 0 = 0.0, t 1 = 10.0, t 2 = 90.0, t 3 = 100.0; = 1.0, N = 100, f) t 0 =
0.0, t 1 = 100.0, t 2 = 900.0, t 3 = 1000.0; = 10.0, N = 100