Question: For Example, 11.5, consider the case of only a normal boundary load (X = 0), and assume that the material is orthotropic with i

For Example, 11.5, consider the case of only a normal boundary load (X = 0), and assume that the material is orthotropic with μi = iβ(see Exercise 11.15). Show that the resulting stress field is given by:

or YB1B2 (B1 + B2) sin Tr(cos0+ sin0) (cos20+ sin0) 3 de Tre=0

Next compare the stress component σr with the corresponding isotropic value by plotting the stress contours σr /Y = constant for each case. Use orthotropic material values for the Carbon/ Epoxy composite given in Table 11.2 and compare with the corresponding isotropic case.

Data from example 11.5

We now develop the solution to the problem of an anisotropic half-plane carrying a general force system at a

or YB1B2 (B1 +82) sin Tr(cos0+ sine) (cos20+ sin0) 3 de Tre=0

-X = 2Re[Ai + MA1] -Y = -2Re[Ai + Ai] As before, this system is not sufficient to determine completely the

Data from exercise 11.15

For the plane problem with an orthotropic material, show that the characteristic Eq. (11.5.7) reduces to the quadratic equation in μ2:

S114+ (2S12+S66) + S22 = 0 Explicitly solve this equation for the roots ui, and show that they are purely

Justify the isotropic case where β1,2 = 1. Finally, determine β1,2 for each of the four composite materials given in Table 11.2. See MATLAB code C.10 for numerical methods to calculate b-parameters.

Table 11.2

Table 11.2 Typical Elastic Moduli for Some Planar Orthotopic Composite Materials Material E (GPa) E (GPa) "12

or YB1B2 (B1 +82) sin Tr(cos0+ sine) (cos20+ sin0) 3 de Tre=0

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