Course Unit Code | 221-0302/01 |
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Number of ECTS Credits Allocated | 5 ECTS credits |
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Type of Course Unit * | Compulsory |
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Level of Course Unit * | Second Cycle |
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Year of Study * | First Year |
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Semester when the Course Unit is delivered | Winter Semester |
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Mode of Delivery | Face-to-face |
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Language of Instruction | Czech |
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Prerequisites and Co-Requisites | There are no prerequisites or co-requisites for this course unit |
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Name of Lecturer(s) | Personal ID | Name |
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| CAJ61 | prof. Ing. Radim Čajka, CSc. |
| ZID75 | doc. Ing. Pavlína Matečková, Ph.D. |
Summary |
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Students are supposed to achieve basic knowledge in design of prestressed load bearing structures. Students get to know effect of prestressing on structures and technology of pre-tensioned and post-tensioned prestressed concrete. Students are acquainted with design of pre-stressing using different methods and with changes of prestressing. Students get knowledge about assessment of prestressed structure according to ultimate and serviceability limit state. |
Learning Outcomes of the Course Unit |
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After completing this subject, students will be able to understand and apply the following skills and topic areas:
- design and assessment of prestressed concrete elements and structures;
- prestressed elements and structures of bridges, civil and industrial buildings.
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Course Contents |
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Lectures:
1. Principle of prestressed concrete. Effect of prestressing on structures, equivalent load method.
2. Statically determinate and indeterminate effect of prestressing. Pressure line, concordant cable, linear transformation of cable.
3. Design of prestressing using load balancing method. Design using limitation of normal stress. Design using concordant cable.
4. Basic terminology, prestressing reinforcement. Technology of post tensioned prestressed concrete. Prestressing systems and its components. Single cable and multi cable systems and manufacturing procedure.
5. Technology of pre tensioned concrete.
6. Short term changes of prestressing. Changes of prestressing due to shrinkage, slip in anchoring, elastic deformation, progressive prestressing. Short term changes due to relaxation of reinforcement.
7. Long term changes of prestressing. Changes of prestressing due to reinforcement relaxation and concrete creep and shrinkage.
8. Time dependent analysis. Limitation of normal stress. Cable detaining.
9. Bending moment load bearing capacity. State of decompression. Basic stress, basic prestressing force.
10. Analysis of ultimate and serviceability limit state using initial stress.
11. Shear force and torsion load bearing capacity. Shear before crack formation. Shear after crack formation. Strut and tie model. Interaction of internal forces.
12. Serviceability limit state. Limitation of stress. Limitation of cracks. Limitation of deflection.
13. Analysis of anchoring zone, zone under anchors, anchoring with cohesion.
14. Material characteristics, concrete, grouting mortar, reinforcing and prestressing reinforcement. |
Recommended or Required Reading |
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Required Reading: |
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- EN 1992-1-1 Eurocode 2: Design of concrete structures - part 1-1: General rules and rules for buildings, CEN 2004.
- Navrátil, J.: Prestressed concrete structures. VŠB TU Ostrava, 2014. |
- ČSN EN 1992-1-1 ed. 2. (73 1201) Eurokód 2: Navrhování betonových konstrukcí: Část 1-1: Obecná pravidla a pravidla pro pozemní stavby. Český normalizační institut, 2011.
- Navrátil, J.: Předpjaté betonové konstrukce. CERM Brno, 2008.
- Navrátil, J.: Prestressed concrete structures. VŠB TU Ostrava, 2014.
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Recommended Reading: |
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- EN 1992-2 Eurocode 2: Design of concrete structures - part 2: Concrete bridges - design and detaining rules.
- Collins, M. P., and Mitchell, D. Prestressed Concrete Structures, Prentice Hall, Englewood Cliffs, New Jersey, USA, 1991.
- Lin, T. Y., and Burns, N. H. Design of Prestressed Concrete Structures, Third Edition, John Wiley & Sons, New York, 1982.
- Prab Bhat: Prestressed concrete design to Eurocodes, Spon Press 2011. |
- ČSN EN 1992-2 (736208) Eurokód 2: Navrhování betonových konstrukcí - Část 2: Betonové mosty – Navrhování a konstrukční zásady, Český normalizační institut, 2007.
- Kaucký, Z. Předpjatý beton pro mostní stavby, skriptum SNTL Praha, 1971.
- Zůda, K. Výpočet staticky neurčitých mostních konstrukcí z předpjatého betonu, SNTL Praha, 1971. |
Planned learning activities and teaching methods |
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Lectures, Individual consultations, Tutorials, Project work |
Assesment methods and criteria |
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Task Title | Task Type | Maximum Number of Points (Act. for Subtasks) | Minimum Number of Points for Task Passing |
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Credit and Examination | Credit and Examination | 100 (100) | 51 |
Credit | Credit | 35 | 18 |
Examination | Examination | 65 | 16 |