Lectures
- 1. Introduction and Galileo's problem
- 2. Dimensional analysis and atomic explosion
- 3. Dimensional analysis and application to engineering structures
- 4. Newton's laws of motion
- 5. Stress vector and stress tensor
- 6. Continuum model
- 7. Continuum model: geostatics example
- 8. Beam stress model
- 9. Beam model II
- 10. Strength models
- 11. Mohr stress plane and strength criteria
- 12. Soil mechanics example
- 13. Beam section strength model
- 14. Strength of beam structures
- 15. Review of stresses and strength
- 16. Deformation and strain tensor
- 17. Strain tensor (cont.)
- 18. Mohr circle in strain space
- 19. Beam deformation
- 20. Elasticity: energy approach
- 21. Continuum elasticity
- 22. Elasticity: properties
- 23. Elasticity solving methods
- 24. Beam elasticity I
- 25. Beam elasticity II
- 26. Beam elasticity III
- 27. Energy bounds
- 28. Energy bounds II
- 29. 1D energy methods
- 30. Generalization to 3D
- 31. Stress method for beam structures
- 32. Energy methods for beam structures
- 33. Euler buckling
- 34. Fracture mechanics I
- 35. Fracture mechanics II
- 36. Plastic collapse
- 37. Review and summary
Engineering Mechanics - Lecture 36
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No video available.
Lecture 36 - Plastic collapse
Plastic collapse (No lecture material available for this lecture)
Prof. Markus Buehler, Prof. Franz-Josef Ulm
1.050 Engineering Mechanics I, Fall 2007 (Massachusetts Institute of Technology: MIT OpenCourseWare) http://ocw.mit.edu Date accessed: 2009-03-28 License: Creative Commons BY-NC-SA |
