Explicitly develop the stress field Eq. (12.5.13) in Example 12.1 and determine the constants C 2 and
Question:
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 σy through the thickness (vs. coordinate x) for both high-temperature (sin βy = 1) and low-temperature (sin βy =–1)
cases.
Equation 12.5.13
![o = - [C cosh 3x + C3x sinh 6x] sin y - ExT, sin By y = 6 C cosh 8x + C3 (x sinh .x+cosh Bx) sin By -0 C2 C](https://dsd5zvtm8ll6.cloudfront.net/images/question_images/1705/1/2/8/13865a230ca55e2d1705128137526.jpg)
Data from example 12.1
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From Example 12 1 the stresses were given by 0 B C co...View the full answer
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Related Book For 
Elasticity Theory Applications And Numerics
ISBN: 9780128159873
4th Edition
Authors: Martin H. Sadd Ph.D.
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