Properties for Design of Composite Structures. Neil McCartney

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target="_blank" rel="nofollow" href="#fb3_img_img_b66d7340-b367-5f6c-ad6c-aa6d7abdb198.png" alt="upper V Subscript f Baseline equals StartFraction n a squared Over b squared EndFraction equals 1 minus upper V Subscript m Baseline comma"/>(4.92)

      where Vm is the corresponding volume fraction of the matrix.

      4.5.1 Representation for Displacement Strain and Stress Distributions

      Consider the displacement field having the form

      where kT and μt are the transverse bulk and shear moduli, respectively.

      On using the strain–displacement relations (2.142), the corresponding strain field is given by

      When ΔT=0, the stress-strain relations (4.14)–(4.17) are written as

      where ET=2μt(1+νt). It follows directly from (4.94) and (4.98) that

      From (4.94) and (4.97) it is clear that

      and on summing (4.95) and (4.96)

      epsilon Subscript r r Baseline plus epsilon Subscript theta 
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