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Year/Semester of Study | 1 / Fall Semester | ||||
Level of Course | 2nd Cycle Degree Programme | ||||
Type of Course | Optional | ||||
Department | GEOLOGY ENGINEERING | ||||
Pre-requisities and Co-requisites | None | ||||
Mode of Delivery | Face to Face | ||||
Teaching Period | 14 Weeks | ||||
Name of Lecturer | SERHAT ÇELİKTEN (scelikten@nevsehir.edu.tr) | ||||
Name of Lecturer(s) | |||||
Language of Instruction | Turkish | ||||
Work Placement(s) | None | ||||
Objectives of the Course | |||||
In this course the nonlinearity in the stress-strain relation of concrete, various types of elastic moduli and the methods of their assessment are discussed. Explanations are provided as why and how aggregate, cement paste, transition zone, and testing parameters affect the modulus of elasticity. Major parameters that affect drying shrinkage and creep as well as various rheological models and the methods of predicting creep and shrinkage are described. The concepts of extensibility, tensile strain capacity and their significance to concrete cracking are introduced. |
Learning Outcomes | PO | MME | |
The students who succeeded in this course: | |||
LO-1 | to define the concept of stress-strain relationship of concrete. |
PO-1 An ability to apply knowledge of basic engineering sciences and earth sciences for the solution of geological engineering problems. PO-2 An ability to identify, formulate, and solve geological engineering problems and knowledge of contemporary issues. PO-9 An ability to have consciousness of need of learning all life long, ability to access information, keep pace with developments in science and technology and to improve himself/herself constantly. |
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LO-2 | to express the modulus of elasticity of concrete |
PO-2 An ability to identify, formulate, and solve geological engineering problems and knowledge of contemporary issues. PO-9 An ability to have consciousness of need of learning all life long, ability to access information, keep pace with developments in science and technology and to improve himself/herself constantly. |
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LO-3 | to distinguish load independent volume changes of concrete |
PO-2 An ability to identify, formulate, and solve geological engineering problems and knowledge of contemporary issues. PO-6 An ability to design and carry out experiments, collect data, analyze results and interpret them in order to investigate problems of geological engineering. |
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LO-4 | to implement basic rheological models for concrete |
PO-3 An ability to design field experiments, as well as analyze and interpret data for a predifined engineering purpose. PO-4 An ability to obtain to determine, identify, formulate and solve complex engineering problems and with this purpose in mind, to be able to choose proper methods of analysis and modeling. |
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LO-5 | to define factors affecting volume changes of concrete |
PO-1 An ability to apply knowledge of basic engineering sciences and earth sciences for the solution of geological engineering problems. |
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PO: Programme Outcomes MME:Method of measurement & Evaluation |
Course Contents | ||
Types of Deformations and Their Significance, Modulus of Elasticity of Concrete, Load Independent Volume Changes of Concrete, Drying Shrinkage and Creep, Factors Affecting Drying Shrinkage and Creep, Temperature Effects in Concrete, Strength of Concrete at High Temperatures, Extensibility and Cracking, Viscoelasticity , Mathematical Expressions for Creep, Methods of Predicting Creep and Shrinkage, Fatique and Impact Resistance | ||
Weekly Course Content | ||
Week | Subject | Learning Activities and Teaching Methods |
1 | Introduction | Description Method(Distance Education) |
2 | Types of Deformations and Their Significance | Description Method(Distance Education) |
3 | Modulus of Elasticity of Concrete | Description Method(Distance Education) |
4 | Load Independent Volume Changes of Concrete | Description Method(Distance Education) |
5 | Drying Shrinkage and Creep | Description Method(Distance Education) |
6 | Factors Affecting Drying Shrinkage and Creep | Description Method(Distance Education) |
7 | Factors Affecting Drying Shrinkage and Creep | Description Method(Distance Education) |
8 | mid-term exam | |
9 | Temperature Effects in Concrete | Description Method(Distance Education) |
10 | Strength of Concrete at High Temperatures | Description Method(Distance Education) |
11 | Extensibility and Cracking | Description Method(Distance Education) |
12 | Viscoelasticity | Description Method(Distance Education) |
13 | Mathematical Expressions for Creep | Description Method(Distance Education) |
14 | Methods of Predicting Creep and Shrinkage | Description Method(Distance Education) |
15 | Fatique and Impact Resistance | Description Method(Distance Education) |
16 | final exam | |
Recommend Course Book / Supplementary Book/Reading | ||
1 | Mindness, S., and Young, J.F., Concrete, Prentice Hall, Inc., Englewood Cliffs, 1981. | |
Required Course instruments and materials | ||
Mindness, S., and Young, J.F., Concrete, Prentice Hall, Inc., Englewood Cliffs, 1981. Supplementary Book(s): Neville, A.M., Properties of Concrete, Longman Group Limited, Fourth Edition, 1995. |
Assessment Methods | |||
Type of Assessment | Week | Hours | Weight(%) |
mid-term exam | |||
Other assessment methods | |||
1.Oral Examination | |||
2.Quiz | |||
3.Laboratory exam | |||
4.Presentation | |||
5.Report | |||
6.Workshop | |||
7.Performance Project | 1 | 2 | 40 |
8.Term Paper | 1 | 3 | 60 |
9.Project | |||
final exam |
Student Work Load | |||
Type of Work | Weekly Hours | Number of Weeks | Work Load |
Weekly Course Hours (Theoretical+Practice) | 3 | 14 | 42 |
Outside Class | |||
a) Reading | 1 | 10 | 10 |
b) Search in internet/Library | 2 | 14 | 28 |
c) Performance Project | 0 | ||
d) Prepare a workshop/Presentation/Report | 0 | ||
e) Term paper/Project | 0 | ||
Oral Examination | 0 | ||
Quiz | 0 | ||
Laboratory exam | 0 | ||
Own study for mid-term exam | 7 | 7 | 49 |
mid-term exam | 1 | 1 | 1 |
Own study for final exam | 7 | 7 | 49 |
final exam | 1 | 1 | 1 |
0 | |||
0 | |||
Total work load; | 180 |