SOLUTIONS MANUAL
,Table of contents
Part 1: Foundations and elementary applications
1. Mathematical Preliminaries
2. Deformation: Displacements and Strains
3. Stress and Equilibrium
4. Material Behavior – Linear Elastic Solids
5. Formulation and Solution Strategies
6. Strain Energy and Related Principles
7. Two-Dimensional Formulation
8. Two-Dimensional Problem Solution
9. Extension, Torsion, and Flexure of Elastic Cylinders
Part 2: Advanced applications
10. Complex Variable Methods
11. . Anisotropic Elasticity
12. Thermoelasticity
13. . Displacement Potentials and Stress Functions: Applications to Three-Dimensional Problems
14. Nonhomogeneous Elasticity
15. . Micromechanics Applications
16. Numerical Finite and Boundary Element Methods
,1
1-1.
(a) aii = a11 + a22 + a33 = 1 + 4 + 1 = 6 (scalar)
aij aij = a11a11 + a12 a12 + a13 a13 + a21 a21 + a22 a22 + a23 a23 + a31a31 + a32 a32 + a33 a33
= 1 + 1 + 1 + 0 + 16 + 4 + 0 + 1 + 1 = 25 (scalar)
1 1 11 1 1 1 6 4
aij a jk = 0 4 4 2 = 18 10 (matrix)
2 0
0
0 1 1 1 0 5 3
0 1
3
aij b j = a b + a b + a b = 4 (vector)
i1 1 i2 2 i3 3
2
aij bib j = a11b1b1 + a12b1b2 + a13b1b3 + a21b2b1 + a22 b2b2 + a23b2b3 + a31b3b1 + a32b3b2 + a33b3b3
= 1 + 0 + 2 + 0 + 0 + 0 + 0 + 0 + 4 = 7 (scalar)
b1b1 b1b2 b1b3 1 0 2
bi b j = b2 b2b2 b2 b3 = 0 0 (matrix)
b1 0
b3 b1 b3b2 b3b3
2 0 4
bibi = b1b1 + b2b2 + b3b3 = 1 + 0 + 4 = 5 (scalar)
(b) aii = a11 + a22 + a33 = 1+ 2 + 2 = 5 (scalar)
aij aij = a11a11 + a12 a12 + a13a13 + a21a21 + a22 a22 + a23a23 + a31a31 + a32 a32 + a33a33
= 1+ 4 + 0 + 0 + 4 +1+ 0 +16 + 4 = 30 (scalar)
1 2 0 2 0 1 6 2
1
aij a jk = 0 2 2 1 = 0 8 4 (matrix)
1
0
0 4 4 0 8
2 2 16
0
4
a ijb j = ai1b1 + ai 2b2 + ai3b3 = 3 (vector)
6
, 2
aijbib j = a11b1b1 + a12b1b2 + a13b1b3 + a21b2b1 + a22b2b2 + a23b2b3 + a31b3b1 + a32b3b2 + a33b3b3
= 4 + 4 + 0 + 0 + 2 +1+ 0 + 4 + 2 = 17 (scalar)
b1b1 b1b b1b3 4 2 2
2
bibj = b2b2 b2b3 = 2 1 (matrix)
b b
2 1 1
b3 b1 b3b2 b3b3 2 1 1
bibi = b1b1 + b2b2 + b3b3 = 4 +1+1 = 6 (scalar)
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