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Mechanical Properties
· For an isotropic material, the elastic properties are independent of direction and the stiffness matrix reduces to the form below.
· Representative elastic equations are: 
σ1 = C11ε1 + C12ε2 + C12ε3 and τ31 = 1/2(C11 - C12 )γ31
From: Hull, "An Introduction to Composite Materials" Cambridge (1992)