Linear expansion due to change in temperature can be expressed as
"d_l = \u03b1 l_o dt" (1)
where
dl = elongation (m, in)
α = temperature expansion coefficient (m/mK, in/in oF)
lo = initial length (m, in)
dt = temperature difference (oC, oF)
The strain - or deformation - for an unrestricted expansion can be expressed as
"\u03b5 = d_l \/ l_o" (2)
where
ε = strain - deformation
The Elastic modulus (Young's Modulus) can be expressed as
E = σ / ε (3)
where
"E = Young's Modulus (Pa (N\/m2), psi)"
"\u03c3 = stress (Pa (N\/m2), psi)"
When restricted expansion is "converted" to stress - then (1), (2) and (3) can be combined to
"\u03c3dt = E \u03b5 \n\\space = E d_l \/ l_o \n \\space = E \u03b1 l_o d_t \/ l_o\n = E \u03b1 dt"
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