3.1 Hooke Model
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a)
t
(tmax = 100× 0.1 max,min = ± 5.0)
b)
t
σ
(tmax = 100× 0.1 σmax,min = ± 5.0)
c)
t
(tmax = 100× 0.1 max,min = ± 5.0)
d)
t
σ
(tmax = 100× 0.1 σmax,min = ± 5.0)
e)
t
(tmax = 100× 0.1 max,min = ± 5.0)
f)
t
σ
(tmax = 100× 0.1 σmax,min = ± 5.0)
Fig. 3.6 Response analysis of Hooke model with material data: E = 1.0. a, b Zig-Zag, c, d Sine,
e, f Ramp strain and stress history with data: a = σ a = 5.0