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Stress
Definition
P
=
P =
P
=
1
force applied
A
=
A =
A
=
1
area of cross section
E
=
E =
E
=
200
elastic modulus
σ
=
P
A
=
\sigma = \frac{P}{A} =
σ
=
A
P
=
1
normal stress
ϵ
=
σ
E
=
\epsilon = \frac{\sigma}{E} =
ϵ
=
E
σ
=
0.005
strain
U
=
E
⋅
ϵ
=
U = E \cdot \epsilon =
U
=
E
⋅
ϵ
=
0.0025
energy