|
INS7310 | Quality Control of Concrete | 3+0+0 | ECTS:7.5 | Year / Semester | Fall Semester | Level of Course | Third 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 provide students with a clear presentation of the basics of quality control problems and some difficulties of quality control for concrete |
Programme Outcomes | CTPO | TOA | Upon successful completion of the course, the students will be able to : | | | PO - 1 : | gain the ability to practice knowledge of structural mechanics in the mechanical behaviour of concrete. | 1,2,3,4,5,6,7,8,9,10,11 | 1,3 | PO - 2 : | gain the ability to quality control of concrete with different quality control methods. | 1,2,3,4,5,6,7,8,9,10,11 | 1,3 | PO - 3 : | determine, define and solve the quality control of concrete. | 1,2,3,4,5,6,7,8,9,10,11 | 1,3 | PO - 4 : | gain the ability of following various codes, new technology and quality control methods. | 1,2,3,4,5,6,7,8,9,10,11 | 1,3 | 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 | |
Quality control problem, Cement, Aggregate, concrete tests and importance of these on quality control, The reasons of variation of concrete characteristicsThe quality control of the producing concrete accelerated tests, The quality control of the finished product: Maturity concept, pull-out test, rebound hammer, ultrasonic velocity, frequency of resonance, core, The relation between the strength of specimen and structure, Statistical methods, Test planning, Standards, Reporting the findings, Responsibility of the control |
|
Course Syllabus | Week | Subject | Related Notes / Files | Week 1 | Concrete and concrete materials | | Week 2 | Quality control prablems | | Week 3 | Quality control, cement and aggregate | | Week 4 | Concrete tests and importance of these on quality control | | Week 5 | The reasons of variation of concrete characteristic ana analysis | | Week 6 | The reasons of variation of concrete characteristic ana analysis | | Week 7 | The quality control of the producing concrete and accelerated tests. | | Week 8 | The quality control of the finished product and maturity concept. | | Week 9 | Mid-term exam | | Week 10 | The quality control of the finished product and maturity concept. | | Week 11 | Pull-out tests, rebound hammer, ultrasonic velocity, frequency of resonance. | | Week 12 | Pull-out tests, rebound hammer, ultrasonic velocity, frequency of resonance | | Week 13 | The strength of core specimens; cutting, finding of reinforcement and the effect of specimens strength | | Week 14 | The relation between the strength of specimen and structures, statical methods and test planning. | | Week 15 | Standards, repording the test and findingsi, responsibility of the inspector. | | Week 16 | End-of-term exam | | |
1 | Erdoğan, T.Y., 2003; Beton, ODTÜ Geliştirme Vakfı Yayıncılık ve İletişim A.ş. Ankara | | |
1 | Erdoğan, T.Y., 2002; Materials of conctruction, METU Press Publishing Conpany, Ankara | | |
Method of Assessment | Type of assessment | Week No | Date | Duration (hours) | Weight (%) | Mid-term exam | 9 | | 2 | 30 | Quiz | 5 12 | | 1 | 10 | Homework/Assignment/Term-paper | 4 10 | | 2 | 10 | 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 | 7 | 14 | 98 | Laboratuar çalışması | 4 | 5 | 20 | Arasınav için hazırlık | 4 | 2 | 8 | Arasınav | 2 | 1 | 2 | Ödev | 6 | 2 | 12 | Kısa sınav | 4 | 2 | 8 | Dönem sonu sınavı için hazırlık | 8 | 1 | 8 | Dönem sonu sınavı | 2 | 1 | 2 | Total work load | | | 200 |
|