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FACULTY OF ENGINEERINGCIVIL ENGINEERING DEPARTMENT COURSE OUTLINECOURSE CODE:

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FACULTY OF ENGINEERING CIVIL ENGINEERING DEPARTMENT

COURSE OUTLINE COURSE CODE : CE224 (4, 1) 4

COURSE TITLE : STRENGTH OF MATERIALS

LOCAL CREDIT : 4

ECTS CREDIT : 6

LECTURER : Asst.Prof.Dr.Rifat REŞATOĞLU COURSE HOUR : 4 hrs/week

OFFICE HOUR : 3 hrs/week TYPE OF COURSE : Compulsory

PREREQUISITIES : CE221 (STATICS) LEVEL OF COURSE : 2nd year, 2nd semester

CATALOGUE DESCRIPTION : Introduction. Engineering and the mechanics of materials, review of statics. Concept of Stress. Normal, shear and bearing stresses. Strain and Material Relations Modulus of elasticity and poisson’s ratio. Generalized Hooke’s law. Elastic Deformation of Axially Loaded Members. Statically determinate and indeterminate problems.

Torsion of Circular Shafts. Internal Forces and Moments in Beams. Axial force, shear force and bending moment. Stresses in Beams. Pure bending and shear stresses in beams, flexure formula, composite beams. Combined stresses. Deflection of Beams. Buckling of Columns.

LEARNING OUTCOMES : By the end of this course students should be able to;

 enlarge on the student's knowledge of statics by introducing the mechanics of deformable bodies, so as to lead the student to the methods of structural analysis.

 understand the engineering materials behaviour for various loads and environments.

determine mechanical properties of materials by experiments.

understand fundamentals of analysis of mechanical elements and structural members.

build the necessary theoretical background for further structural analysis and design courses.

LEARNING / TEACHING METHOD : Theoretical discussions of each new concept with number of examples are provided. Students will conduct three laboratory experiments to see physical demonstrations of the type of material behaviour. Students will develop their understanding of the course content through reading of the sections of the textbook and practice problem solving through tutorial sessions.

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METHOD OF ASSESSMENT :

Midterm : 35 % Quiz : 5 % Homework : 5 % Final : 45 % Laboratory reports : 10 %

TEXTBOOK(S) :

1. Mechanics of Materials, Ferdinand P.Beer-E.Russel Johnston-John T. De Wolf, David F.Mazurek, Mc-Graw Hill Book Company, Fifth Edition in SI Units.

2. Mechanics of Materials, 7/E, Russel C. Hibbeler, Prentice Hall, 2008.

3. Mechanics of Materials, James M. Gere,Thomson, International Student Edition, Sixth Edition, 2006.

TENTATIVE CONTENT & SCHEDULE

WEEK TOPICS READINGS ASSIGNMENTS

/EXAMS 1 Introduction. A short review of statics.

Stresses in the members of a structure. Sections 1.1,1.2,1.3. - 2 Concept of stress. Normal, shearing

and bearing stress.

Sections 1.4,1.5,1.6, 1.7,1.8.

1.1,1.2,1.4,1.7,1.11,1.12 1.16, 1.22.

3 Stress & Strain diagram, Hooke’s law, Modulus of elasticity.

Sections 2.1,2.2,2.3, 2.4,2.5,2.6.

2.1,2.3,2.11,2.14,2.16,2.21 2.22, 2.27.

4

Poisson’s ratio, Generalized Hooke’s law, Elastic versus plastic behaviour of a material.

Sections

2.11,2.12,2.15. 2.37, 2.61,2.62,2.63,2.69.

5 Laboratory work 1 : Tensile test Lab. manual Quiz 1

6 Shear & bending moment diagrams, Relations among load, shear and bending moment.

Sections 5.1,5.2,5.3. 5.1,5.2,5.3,5.4,5.5,5.6, 5.10,5.15,5.44,5.50,5.55,

7

Shear & bending moment diagrams, Relations among load, shear and bending moment.

Sections 5.1,5.2,5.3. 5.1,5.2,5.3,5.4,5.5,5.6, 5.10,5.15,5.44,5.50,5.55, 8 Design of prismatic beams in

bending Sections 5.4 5.65,5.66,5.67,5.68,5.69,5.70

5.72,5.85, 9 Laboratory work 2 :

Compression test Lab. manual Quiz 2

10 Midterm Exam

11 Shearing stresses in beams Sections

6.1,6.2,6.3,6.4,6.5

6.1,6.3,6.9,6.10,6.17, 6.18,6.21 12 Deflection of beams,Equation of the Sections

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elastic curve,Double integration

method. 9.1,9.2,9.3 9.1,9.2,9.3.

13 Laboratory work 3 :

Flexural test Lab. manual Quiz 3

14 Torsion; Introduction, stresses, twist of a circular section.

Sections

3.1,3.2,3.3,3.4, 3.1,3.2,3.3,3.9,3.13,3.15.

15 Columns ; Stability of structures, Euler’s formula, Buckling.

Sections 10.1,10.2,10.3,10.4

10.1,10.4,10.5,10.9, 10.10,10.15 16 Review & Summary

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