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Course Unit Title | Course Unit Code | Type of Course Unit | Level of Course Unit | Year of Study | Semester | ECTS Credits |
---|---|---|---|---|---|---|
Strength of Materials | JLJ515 | Compulsory | Bachelor's degree | 3 | Fall | 5 |
Prof. Dr. Ömer Feyzi GÜRER
Prof. Dr. Seval PINARBAŞI ÇUHADAROĞLU
Associate Prof. Dr. Ahmet KARAKAŞ
Associate Prof. Dr. Fuat OKAY
1) Classify types of stress in structural members, derive stress tensor. Recognize types of strain in structural members
2) Calculate stress and strain in axially loaded members
3) Correlate effects of mechanical properties of materials to behavior of structural members.
4) Specify principles of Stress and strain in members under torsion and bending
5) Perform stress and strain calculations of members under transverse loading.
6) Resolve the components of the forces acting on a member under the effect of combined loading and find the corresponding state of stress.
7) Find the effects of a stress state on another plane, calculate the principal stresses and maximum shearing stress due to a combined loading. Use Failure Criteria for Ductile materials.
8) Recognize the relation between stress and strain
Program Competencies | |||||||||||||||||||
1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 13 | 14 | 15 | 16 | 17 | 18 | ||
Learning Outcomes | |||||||||||||||||||
1 | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | Low | Low | High | Middle | No relation | Low | |
2 | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | Low | High | High | Middle | No relation | Low | |
3 | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | Low | Low | High | Middle | No relation | No relation | |
4 | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | Low | Low | High | Middle | No relation | No relation | |
5 | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | Low | Low | High | Middle | No relation | Middle | |
6 | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | Low | Low | High | Middle | No relation | Low | |
7 | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | Low | Low | High | Middle | No relation | Low | |
8 | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | No relation | Low | Low | High | Middle | No relation | Middle |
Face to Face
None
No
Introduction to strength of materials and general principles. State of stress and stress tensor. Definition of stress types. Ultimate and allowable stresses. The concept of strain and strain types. Introduction to linear elastic theory. Hooke's Law. Deformation of axially loaded members. Principle of superposition. Analysis of statically indeterminate axially loaded members. Analysis of members involving temperature changes. Mechanical properties of materials, elastic constants and relations between them. Torsion. Torsional stresses and angles of twist of circular and noncircular cross-sections. Torsion statically indeterminate shafts. Pure bending. Stresses and deformations in prismatic members under pure bending. Bending of members made of several materials. Eccentric loading and unsymmetric bending. General case of eccentric axial loading. Shear. Shearing stresses in transversely loaded beams. Shear stresses in thin walled members. Stresses under combined loadings. Transformation of stress. Principal axes - principal stresses. Maximum shearing stress. Mohr's circle for plane stress. Yield criteria. Introduction to elastic stability. Euler's elastic buckling theory. Buckling of columns with various boundary conditions.
1- İnan,M. 1967, Cisimlerin Mukavemeti, Arı Kitabevi.
2- Paşa, Y., 2001, Cisimlerin mukavemeti : teori ve çözümlü problemler, 375 s.
3- Beer, Ferdinand P. ; E. Russell Johnston, 1988, Mechanics of Materials, 3rd Edition, Mc-Graw Hill, 610 p.
1) Lecture
2) Question-Answer
3) Discussion
4) Drill and Practice
5) Demonstration
6) Problem Solving
Contribution of Midterm Examination to Course Grade |
40% |
---|---|
Contribution of Final Examination to Course Grade |
60% |
Total |
100% |
Turkish
Not Required