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INS5300 | Prestressed Concrete | 3+0+0 | ECTS:7.5 | Year / Semester | Fall Semester | Level of Course | Second Cycle | Status | Elective | Department | DEPARTMENT of CIVIL ENGINEERING | Prerequisites and co-requisites | None | Mode of Delivery | Face to face | Contact Hours | 14 weeks - 3 hours of lectures per week | Lecturer | -- | Co-Lecturer | None | Language of instruction | Turkish | Professional practise ( internship ) | None | | The aim of the course: | To give knowledge concerned prestressed concrete consruction techniques |
Programme Outcomes | CTPO | TOA | Upon successful completion of the course, the students will be able to : | | | PO - 1 : | analyse the isostatic cable structural members. | 1,3 | 1 | PO - 2 : | design the isostatic cable structural members with uniform cross-section under bending. | 1,3 | 1 | PO - 3 : | determine immediate and time-dependent prestress losses in prestressed structural members. | 1,5 | 1 | PO - 4 : | explain basic principles of the partially prestressed concrete structures and compare techniques of the partially prestressed and prestressed concretes. | 1,8 | 1 | CTPO : Contribution to programme outcomes, TOA :Type of assessment (1: written exam, 2: Oral exam, 3: Homework assignment, 4: Laboratory exercise/exam, 5: Seminar / presentation, 6: Term paper), PO : Learning Outcome | |
Analysis of isostatic cable structure members. Bending analysis of cable structure elements with constant height, and uniform section. Differences between anchored structure and cable structure members, and calculus properties. Detail of prestressed bars in beam. Loss of stress due to friction of cable in prestressed structure members in time. Analysis of prestressed structure members against shear force. Comparison of with partial prestressed concrete and prestressed concrete |
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Course Syllabus | Week | Subject | Related Notes / Files | Week 1 | Analysis of isostatic cable structure members | | Week 2 | Analysis of isostatic cable structure members | | Week 3 | Bending analysis of cable structure elements with constant height and uniform section | | Week 4 | Bending analysis of cable structure elements with constant height and uniform section | | Week 5 | Differences between anchored structure and cable structure members, and calculus properties | | Week 6 | Differences between anchored structure and cable structure members, and calculus properties | | Week 7 | Detail of prestressed bars in beam | | Week 8 | Mid-term exam | | Week 9 | Loss of stress due to friction of cable in prestressed structure members in time. | | Week 10 | Loss of stress due to friction of cable in prestressed structure members in time. | | Week 11 | Determination initial losses | | Week 12 | Second Mid Term Exam | | Week 13 | Total losses and determination of initial prestress force | | Week 14 | Analysis of prestressed structure members against shear force | | Week 15 | Comparison of with partial prestressed concrete and prestressed concrete | | Week 16 | End-of-term exam | | |
1 | Öngerilmeli Beton ders Notları | | |
1 | Özden, K., Eren, İ., Trupia A.L., ve Öztürk, T. 1988; İTÜ Kütüphanesi. | | |
Method of Assessment | Type of assessment | Week No | Date | Duration (hours) | Weight (%) | Mid-term exam | 8 | | 2 | 30 | In-term studies (second mid-term exam) | 12 | | 2 | 20 | End-of-term exam | 16 | | 2 | 50 | |
Student Work Load and its Distribution | Type of work | Duration (hours pw) | No of weeks / Number of activity | Hours in total per term | Yüz yüze eğitim | 3 | 14 | 42 | Sınıf dışı çalışma | 9 | 14 | 126 | Arasınav için hazırlık | 10 | 1 | 10 | Arasınav | 2 | 1 | 2 | Kısa sınav | 6 | 1 | 6 | Dönem sonu sınavı için hazırlık | 10 | 1 | 10 | Dönem sonu sınavı | 2 | 1 | 2 | Diğer 1 | 2 | 1 | 2 | Total work load | | | 200 |
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