Explicitly develop the stress field Eq (12 5 13) in Example 12 1 and determine the constants C 2 and C 3 for the case of stress free edge conditions Plot the value of y through the thickness (vs coordinate x) for both high temperature (sin y 1) and low temperature (sin y 1) cases Equation 12 5 13 Data from example 12 1 o C cosh 3x C3x sinh 6x sin y EaT, sin By y 6 C cosh 8x C3 (x sinh x cosh Bx) sin By 0 C2 C sinh 6x C3x cosh 6x sinh 6x cos By h 8x) cos Txy

Question: Explicitly develop the stress field Eq. (12.5.13) in Example 12.1 and determine the constants C 2 and C 3 for the case of stress-free edge

Explicitly develop the stress field Eq. (12.5.13) in Example 12.1 and determine the constants C₂ and C₃ for the case of stress-free edge conditions. Plot the value of σ_y through the thickness (vs. coordinate x) for both high-temperature (sin βy = 1) and low-temperature (sin βy =–1)
cases.

Equation 12.5.13

Data from example 12.1

o = - [C cosh 3x + C3x sinh 6x] sin y - EaT, sin By y = 6 C cosh 8x + C3 (x sinh .x+cosh Bx) sin By -0 C2 C sinh 6x + C3x cosh 6x+-sinh 6x cos By h 8x)] cos Txy =

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