





For 0 and 90 degree,
,
Mid-plane strain = 0;

,
weight of moisture absorption per unit weight of the lamina.
......................................Eq(1)
where,
![N^T = [\alpha] \Delta T, N^C = [\beta] \Delta C](//img.homeworklib.com/images/a6b466f9-6683-4fab-9cdd-5a2698f2234c.latex?%5Cfn_jvn%20N%5ET%20%3D%20%5B%5Calpha%5D%20%5CDelta%20T%2C%20N%5EC%20%3D%20%5B%5Cbeta%5D%20%5CDelta%20C?x-oss-process=image/resize,w_560)
where,
,
,
or,
Substituting the values of N , B in Eq. (1) we can get the value
of vector k ,
![[\kappa] = \begin{bmatrix} \kappa_x\\ \kappa_y \\ 0 \end{bmatrix} = [B]^{-1}\times [N]](//img.homeworklib.com/images/2f189df1-bf67-4840-8a24-3f412cd742f0.latex?%5Cfn_jvn%20%5B%5Ckappa%5D%20%3D%20%5Cbegin%7Bbmatrix%7D%20%5Ckappa_x%5C%5C%20%5Ckappa_y%20%5C%5C%200%20%5Cend%7Bbmatrix%7D%20%3D%20%5BB%5D%5E%7B-1%7D%5Ctimes%20%5BN%5D?x-oss-process=image/resize,w_560)
11E E1140 x 109 -1 = 7.142 × 10-12Pa-1,S22 = -1 = 1 × 10-10Pa-1,S12 = 10× 109Pa -2.42x 10-12Pa-1,S66 El - 140x109 Pa- Pa-1-1.66× 10-10Pa-1 - 92би 109 G12
S2 1SIS22 - Si2 12 S1192-ול2 Q12- 2 e11 Q2 Q66 So6
10-10 Q11-10-10×7.142× 10-12- (2.42 x 10 12)2 Pa = 0.1417 x 1012 Pa
7.142 x 10-12 10 Pa = 1.008×1010Pa 22 = x 7.142 x 10-12-(2.42 x 10-12)2
Q12 1010Pa 2.42 x 10-12 10-10 x 7.142x 10-12- (2.42x 10-12)2 P: 0.3416
Q66-G12-6 x 109Pa
Q11 Q12 0 2 2 2 2 0 0 66 3
Q22 Q12 0 Q90=Q12 Q11 0 2 0 0 66 3
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AT-180- 30 150°
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01 0
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