AS2010: Basic strength of materials
| No. |
Date |
Lecture topic |
Textbook reference |
| 1. |
31 Jul |
Course policies, and objectives. Equilibrium equations, and their solution. |
Crandall §1.1-1.7 |
| 2. |
1 Aug |
Exercises 1.9, 1.11, 1.43 |
Crandall §§1 |
| 3. |
1 Aug |
Quiz 1; Solution |
|
| 4. |
1 Aug |
Friction. The exp(μβ) formula. Examples. |
|
| 5. |
2 Aug |
Linear elastic materials. δ = (FL)/(AE). Effective spring constant of a rod. Statically determinate and indeterminate structures. |
§ 2.1-2.2 |
| 6. |
4 Aug |
Forces and deflections of a statically determinate truss structure. An example. |
§ 2.3 |
| 7. |
7 Aug |
An example demonstrating the calculation of forces and deflections of a statically indeterminate truss structure. |
§ 2.4 |
| 8. |
8 Aug |
More examples. |
§ § 2 |
| 9. |
8 Aug |
Quiz 2; Solution |
|
| 10. |
8 Aug |
Forces in thin-walled internally pressurized hoops. |
§ 2.3 |
| 11. |
9 Aug |
Resultant forces and moments at arbitrary cross-sections. Detemination of resultants using equilibrium. |
§ 3.1 |
| 12. |
11 Aug |
Rules for drawing shear force and bending moment diagrams with concentrated loads and moments. |
§ 3.2 |
| 13. |
14 Aug |
Shear force and bending moments under a uniformly distributed load. Superposed concentrated and distributed loads. |
§ 3.3 |
| 14. |
16 Aug |
Exercises 2.17, 2.31, 2.37 |
§§ 2. |
| 15. |
18 Aug |
Quiz 3; Solution |
|
| 16. |
21 Aug |
Exercises 3.8, 3.9, 3.10, 3.14. |
§§ 3. |
| 17. |
22 Aug |
Ex. 3.17, 3.27 |
§§ 3 |
| 18. |
22 Aug |
Quiz 4; Solution |
|
| 19. |
22 Aug |
Stress, stress components σ··; physical meaning thereof. |
§ 4.1, 4.2. |
| 20. |
23 Aug |
Equilibrium equations. Symmetry of the stress matrix. |
§ 4.4 |
| 21. |
28 Aug |
Plane stress. Equilibrium in plane stress. |
§ 4.4 |
| 22. |
29 Aug |
Mohr's circle of stress. Derivation. |
§ 4.6 |
| 23. |
29 Aug |
Quiz 5 Solution |
|
| 24. |
29 Aug |
Exercises 4.6, 4.10, 4.26 (a) |
§§ 4 |
| 25. |
30 Aug |
Ex. 4.25. |
§§ 4 |
| 26. |
1 Sep |
Motion = translation + rotation + deformation. Plane strain. |
§ 4.8 |
| 27. |
4 Sep |
Components of strain. Strain-displacement relationship in plane strain. |
§ 4.9, 4.10 |
| 28. |
5 Sep |
Mohr's circle of strain |
§ 4.12 |
| 29. |
5 Sep |
Strain measurement using rossettes. Analysis of the 45 deg rossette. |
§ 4.14, Example 4.4 |
| 30. |
6 Sep |
Quiz 6; Solution |
|
| 31. |
8 Sep |
Hooke's law in rods. General states of stress and strain. Assumptions of material isotropy and linearity. |
|
| 32. |
11 Sep |
Poisson effect. Demonstration that normal stresses produce shear strains. Demonstration that a certain shear stress does not produce other shear strains. |
|
| 33. |
12 Sep |
Generalised Hooke's law. Inverting the generalised Hooke's law. Dilatation. |
|
| 34. |
12 Sep |
Quiz 7; Solutions |
|
| 34. |
12 Sep |
Ex. 5.1, 5.2, 5.8 |
§§ 5 |
| 35. |
13 Sep |
Ex. 5.12, 5.13, 5.14. Thermal strains. |
§§ 5 |
| 36. |
15 Sep |
Yielding, and the loss of linearity. von Mises and Tresca criteria. |
|
| 37. |
18 Sep |
Ex. 5.16, 5.41 |
§§ 5 |
| 38. |
19 Sep |
Torsion of a circular shafts. Kinematics of torsional deformation. |
§ 6.1, 6.2 |
| 39. |
19 Sep |
Quiz 8; Solutions |
|
| 40. |
19 Sep |
Stresses developed in a solid circular shaft. Twist in a solid circular shaft. |
§ 6.3, 6.4, 6.5 |
| 41. |
20 Sep |
Hollow shafts. Examples involving combined axial and twisting moments. |
§ 6.6, 6.7 |
| 42. |
22 Sep |
|
Ex 6.2, 6.10, 6.14 |
§ § 6 |
| 43. |
25 Sep |
Ex. 6.3 |
§§ 6 |
| 44. |
26 Sep |
Ex. 6.6 |
§§ 6 |
| 45. |
26 Sep |
Quiz 9; Solutions |
|
| 46. |
26 Sep |
Bending. Kinematics of pure bending. Curvature. Plane sections remain plane. The notion of a neutral surface. |
|
| 47. |
27 Sep |
Bending stresses, second moment of area, moment-curvature relationship in beams. |
|
| 48. |
27 Sep |
Derivation and application of the σxx = My / Ixx formula. |
|
| 49. |
3 Oct |
The case of non-pure bending (non-zero shear force). Derivation of σxy = VQ / (Izz b). |
|
| 50. |
3 Oct |
Quiz 10; Solution |
|
| 51. |
3 Oct |
Discussion on VQ/Ib for wide-flanged beams. |
|
| 52. |
4 Oct |
More discussion on VQ/Ib for wide-flanged beams. |
|