Civil Engineering
Course Details
KTO KARATAY UNIVERSITY
Mühendislik ve Doğa Bilimleri Fakültesi
Programme of Civil Engineering
Course Details
Mühendislik ve Doğa Bilimleri Fakültesi
Programme of Civil Engineering
Course Details
| Course Code | Course Name | Year | Period | Semester | T+A+L | Credit | ECTS |
|---|---|---|---|---|---|---|---|
| 05361089 | Prestressed Concrete | 3 | Spring | 6 | 3+0+0 | 3 | 5 |
| Course Type | Elective |
| Course Cycle | Bachelor's (First Cycle) (TQF-HE: Level 6 / QF-EHEA: Level 1 / EQF-LLL: Level 6) |
| Course Language | Turkish |
| Methods and Techniques | Lecture, question solution |
| Mode of Delivery | Face to Face |
| Prerequisites | - |
| Coordinator | - |
| Instructor(s) | Asst. Prof. Abdulkerim İLGÜN |
| Instructor Assistant(s) | - |
Course Instructor(s)
| Name and Surname | Room | E-Mail Address | Internal | Meeting Hours |
|---|---|---|---|---|
| Asst. Prof. Abdulkerim İLGÜN | A-Z29 | [email protected] | 7298 |
Course Content
Structural materials used in prophylaxis; prestressing techniques: external prestressing, internal (wired) prestressing: pre-tensioning, post-tensioning; patent prestressing techniques; bias losses; Prestressed concrete calculation methods: calculations in operating conditions, final limit condition checks (rectangular and T-section profiles); calculations and calculations according to shear forces; shear-slip accessory account; determination of the cable passage area with absolute minimum of prestress; prestressing force in composite sections; cable provision; control of prestressing application; measurement errors and elimination; continuous (hyperstatic) structures; account of hyperstatic internal forces arising from pre-stressing.
Objectives of the Course
To introduce prestressed concrete mainly used in art structures, industrial buildings and many substructures.
Contribution of the Course to Field Teaching
| Basic Vocational Courses | |
| Specialization / Field Courses | X |
| Support Courses | X |
| Transferable Skills Courses | |
| Humanities, Communication and Management Skills Courses |
Relationships between Course Learning Outcomes and Program Outcomes
| Relationship Levels | ||||
| Lowest | Low | Medium | High | Highest |
| 1 | 2 | 3 | 4 | 5 |
| # | Program Learning Outcomes | Level |
|---|---|---|
| P2 | Ability to identify, formulate, and solve complex engineering problems; ability to select and apply appropriate analysis and modeling methods for this purpose. | 5 |
| P3 | Ability to design a complex system, process, device or product to meet specific requirements under realistic constraints and conditions; ability to apply modern design methods for this purpose. | 5 |
Course Learning Outcomes
| Upon the successful completion of this course, students will be able to: | |||
|---|---|---|---|
| No | Learning Outcomes | Outcome Relationship | Measurement Method ** |
| O1 | Classifies prestressing techniques. | P.2.80 | 1 |
| O2 | Calculates prestressing losses. | P.2.81 | 1 |
| O3 | Calculates the minimum prestressing force. | P.2.82 | 1 |
| O4 | Calculates and designs prestressed concrete elements. | P.2.83 | 1 |
| O5 | Control of prestressing application. | P.2.84 | 1 |
| O6 | Calculates and designs prestressed concrete elements. | P.3.22 | 1 |
| ** Written Exam: 1, Oral Exam: 2, Homework: 3, Lab./Exam: 4, Seminar/Presentation: 5, Term Paper: 6, Application: 7 | |||
Weekly Detailed Course Contents
| Week | Topics |
|---|---|
| 1 | The concept of ""prestige"" and the history of prestressed concrete. Prestressed concrete structural materials. |
| 2 | Prestressing techniques: externally prestressed, internally (wired) prestressing; pre-stretching, post-stretching.Patent pre-tensioning techniques. |
| 3 | Prestressed concrete calculation methods: calculations in operating conditions, final limit status checks. Pre-stressed cross-sectional effects on bars. Assumptions about stress and strain. |
| 4 | Pressure center, sectional efficiency (efficiency), central core and account, pressure core, tensile core, limit core. Absolute minimum of prestressing force. Critical section, critical clearance. |
| 5 | Cable passage core, cable passage area. Determination of cable passage area with absolute minimum of prestress. Critical cross section is residual and biasing force. Prestressing force in composite sections. |
| 6 | Cable passage core, cable passage area. Determination of absolute minimum prestressed cable crossing area. Critical transverse section residual and bending strength. Prestressing force in composite sections. |
| 7 | Cable provision and cable withdrawal, cable after all. Prerecorded losses: Friction loss, loss of anchorage seats. Examples of friction and anchorage loss losses. Pre-stress loss due to concrete elastic shortness: after pre-stretching and stretching. Preventive losses due to concrete shrinkage and shrinkage |
| 8 | Prestressed steels are loosened and relaxed, which leads to premature failure, loss attempts. Records of related Turkish and foreign regulations lost. |
| 9 | Final limit state checks: rectangle and T section. Determination of limit values for consumables. |
| 10 | Calculation and determination according to shear forces: shear-shear accessory account. Sewing equipment and account in composite sections. Other evaluations of composite sections. |
| 11 | Control of prestressing. Measurement errors and elimination. |
| 12 | Constant (hyperstatic) structures. Calculation of prestressed indeterminate internal forces: equivalent load method, impact line method. |
| 13 | Construction techniques without scaffolding in reinforced concrete structures: construction methods, riding methods, other methods. |
| 14 | Construction techniques without scaffolding in reinforced concrete structures: construction methods, riding methods, other methods. |
Textbook or Material
| Resources | Celasun, H., Polat, Z., "Prestressed Concrete ", İDMMA, 1974. |
| Leonhardt, F., "Prestressed Concrete". | |
| Özden, K. ve Diğl., "Prestressed Concrete", İTÜ, 1998. |
Evaluation Method and Passing Criteria
| In-Term Studies | Quantity | Percentage |
|---|---|---|
| Attendance | - | - |
| Laboratory | - | - |
| Practice | - | - |
| Homework | - | - |
| Presentation | - | - |
| Projects | - | - |
| Quiz | - | - |
| Midterms | 1 | 40 (%) |
| Final Exam | 1 | 60 (%) |
| Total | 100 (%) | |
ECTS / Working Load Table
| Quantity | Duration | Total Work Load | |
|---|---|---|---|
| Course Week Number and Time | 14 | 3 | 42 |
| Out-of-Class Study Time (Pre-study, Library, Reinforcement) | 14 | 4 | 56 |
| Midterms | 1 | 20 | 20 |
| Quiz | 0 | 0 | 0 |
| Homework | 0 | 0 | 0 |
| Practice | 0 | 0 | 0 |
| Laboratory | 0 | 0 | 0 |
| Project | 0 | 0 | 0 |
| Workshop | 0 | 0 | 0 |
| Presentation/Seminar Preparation | 0 | 0 | 0 |
| Fieldwork | 0 | 0 | 0 |
| Final Exam | 1 | 30 | 30 |
| Other | 0 | 0 | 0 |
| Total Work Load: | 148 | ||
| Total Work Load / 30 | 4,93 | ||
| Course ECTS Credits: | 5 | ||
Course - Learning Outcomes Matrix
| Relationship Levels | ||||
| Lowest | Low | Medium | High | Highest |
| 1 | 2 | 3 | 4 | 5 |
| # | Learning Outcomes | P2 | P3 |
|---|---|---|---|
| O1 | Classifies prestressing techniques. | 5 | - |
| O2 | Calculates prestressing losses. | 5 | - |
| O3 | Calculates the minimum prestressing force. | 5 | - |
| O4 | Calculates and designs prestressed concrete elements. | 5 | - |
| O5 | Control of prestressing application. | 5 | - |
| O6 | Calculates and designs prestressed concrete elements. | - | 5 |