Czech

Not applicable.

Institute of Concrete and Masonry Structures (BZK)

A student gains these knowledge and skills:
Analysis of linear and non-linear behaviour of concrete structures sections.
Non-linear static analysis of concrete structures and their parts.
Application of non-linear material models of reinforced concrete in some programming systems of FEM (finite element method).
Solution of state of stress effected by temperature load.

structural mechanics, numerical methods, concrete structures, prestressed concrete

do not required

Teaching methods depend on the type of course unit as specified in the article 7 of BUT Rules for Studies and Examinations. Education runs in the forms of lectures and trainings. Character of the lectures is based on definition of basic principles, problems and methodology. In the trainings the main subject matters are trained on individually defined projects (examples).

To gain the credit, the students should calculate technical tasks defined individually. The students are obliged to consult the task continuously in the given terms and submit it to the fixed date. The presences in training lessons are checked. An exam consists both of the written part and the theoretical part. To pass the exam successfully, both parts should be accomplished.

1. Modelling of cross-section behaviour of concrete members, linear and non-linear analysis. General formulation of the problem as physically non-linear task.
2. Solution of the conditions of equilibrium. Iterative methods. Control of loadd-bearing capacity.
3. Non-linear material models of concrete and reinforced concrete. Cracks, cracks localization, fracture energy, modelling of concrete in tension.
4. Plane state of stress, concrete crushing. Methods of solution of non-linear equations system.
5. Methods of non-linear task solution: layered, integral. Non-linear modelling of flat concrete structures.
6. Non-linear analysis of prestressed concrete sections. Optimisation of reinforcement design into a section.
7. Non-linear material models of concrete and reinforced concrete in some comercial software of FEM systems.
8. Temperature effects on concrete – calculation of temperature stress acting on structures.

Not applicable.

Analysis of linear and non-linear behaviour of concrete structures sections.
Non-linear static analysis of concrete structures and their parts.

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

Not applicable.

Not applicable.

BATHE, Klaus-Jürgen: Finite element procedures. New Jersey: Prentice Hall, 2006. ISBN 978-0-9790049-0-2. (EN)
GHALI, Amin, FAVRE, Renaud a ELBADRY, Mamdouh: Concrete Structures. Stresses and Deformations: Analysis and Design for Sustainabil. London: Spon Press, 2012. ISBN 978-0-415-58561-3. (EN)
WERGNER, R.: Tragverh. von Stahlbetonplatten mit nichtlin. Materialgesetz. TU München, Frankfurt, 1974. (DE)
ZIENKIEWICZ, O, C., TAYLOR, R.L. a ZHU, J.Z.: The finite element method: Its basis and fundamentals. 6th ed.. Amsterdam: Elsevier Butterworth-Heinemann, 2005. ISBN 0-7506-6320-0. (EN)

ČERVENKA, Vladimír, JENDELE, Libor a ČERVENKA, Jan: ATENA Program Documentation, Part 1 - Theory. Praha: Cervenka Consulting, 2012. [http://www.cervenka.cz/assets/files/atena-pdf/ATENA_Theory.pdf] (EN)
KHONKE, P.: ANSYS - User manual. Cannonsburg: SAS IP, 1999. (EN)
KOLÁŘ, Vladimír et al: Výpočet plošných a prostorových konstrukcí metodou konečných prvků. Praha: SNTL, 1979. (CS)
KOLÁŘ, Vladimír, NĚMEC, Ivan a KANICKÝ, Viktor: FEM: principy a praxe metody konečných prvků. Vyd. 1.. Praha: Computer Press, 1997. ISBN 8072260219. (CS)
Kolektiv autorů: Scia Engineer 2012 Manuals. Nemetschek Scia, 2012. [http://nemetschek-scia.com/cs/support/downloads] (EN)