Czech

3

Institute of Concrete and Masonry Structures (BZK)

Not applicable.

technical mathematics, technical physics, structural mechanics, theory of elasticity, loads, basic principles of structures design

Not applicable.

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1. Principle, behaviour and sorting of concrete members. Influence of concrete components on properties of concrete. Structural properties of concrete (strength, elasticity, deformability) – influencing factors.
2. Variability of mechanical physical properties of concrete. Types of concrete and reinforcement – their interaction. Theory of concrete structures calculation – load, requirements, action conditions, durability.
3. Ultimate strength – principle of calculation, conditions of solution. Design of bended members – modelling, behaviour and mode of failure. Dimensioning of sections stressed by bending moment – general and simple method.
4. Dimensioning of sections stressed by bending moment – rectangular one-way and two-way sections, special sections.
5. Dimensioning of sections stressed by bending moment – common sections. Sections stressed by bending moment in incline plane.
6. Dimensioning of sections stressed by shearing force.
7. Arrangement of reinforcement in a girder – structural principles. Reinforcement of bended structural members. Principles of design and reinforcing of simple structural concrete members – plate girders, beams, girders, lintels, cantilever structures and stairs.
8. Dimensioning of sections stressed by bending moment and normal force (principle of solution, interactive diagram, compressioned members).
9. Dimensioning of sections stressed by combination of axial force and bending moments (tensioned members, transversal deflection with axial force, impact of slenderness, principles of reinforcing).
10. Principles of sections dimensioning for different stresses (torsion, local stress, etc).
11. Serviceability of reinforced concrete structures – stress limitation, cracks control.
12. Serviceability of reinforced concrete structures – deflection control.
13. Dimensioning of members from plain and low reinforced concrete. Ultimate limit state due to repeated loading (fatigue).
14. Volume changes of concrete (creep, shrinkage, temperature changes).

Not applicable.

To provide students with basic knowledge about reinforced concrete cross-sections design for fundamental way of stressing.
Students will be able design simple reinforced concrete members and structures including manufacturing of drawings.

Extent and forms are specified by guarantor’s regulation updated for every academic year.

Not applicable.

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Jílek, A., Grenčík, Ľ., Novák, V.: Betonové konstrukce I. díl. SNTL/ALFA, Praha 1985
MacGregor, J. G., Wight, J. G.: Reinforced Concrete: Mechanics and Design. Prentice Hall, New Jersey 2004
Nilson, A. H., Darwin, D., Dolan, Ch. W.: Design of Concrete Structures. McGraf-Hill, New York 2004

Čírtek, L.: Betonové konstrukce II. Konstrukce prutové a základové. VUT Brno 1999
Procházka, J., Bradáč, J., Krátký, J., Filipová, J., Hanzlová, H: Betonové konstrukce. Příklady navrhování podle Eurocode 2. Procon, Praha 2003
Sborník přednášek a příkladů: Navrhování betonových konstrukcí podle Eurokódu 2. ČBS, Praha 2003
Štěpánek, P. a kol.: Betonové konstrukce. VUT Brno 1998

26 hours, compulsory