Strain Examples

coaxial or parallel axial members

δ1 = δ2 

δ1 + constant = δ2 

δ1 = δ2 + constant

 

axial members connected end-to-end in series

δ1 + δ2 = 0 

δ1 + δ2 = constant

 

axial members connected to a rotating rigid element

δ1 δ2
----   =   ----
a b

δ1 -δ2
----   =   ----
a b

δ1 + gap δ2
----------   =   ----
a b