5 credits
30.0 h + 30.0 h
Q2
Teacher(s)
Cap Jean-François;
Language
French
Prerequisites
This course requires a good knowledge of materials, strength of materials, mechanics of structures and stability of constructions as taught in courses LGCIV1031, LGCIV1022, LGCIV1023.
Main themes
See part 'Content' hereunder.
Content
Topics are discussed in the context of calculations in service (elastic behavior hypothesis) and rupture (plastic behavior hypothesis). The design methods presented refer to the rules prescribed in the current European standards (Eurocode 2).
History of reinforced concrete
Mechanical and physical properties of concrete
Mechanical and physical properties of reinforcement steel
Basic principles of calculation of reinforced concrete structures
Structural safety and limit states
Fundamental principles of bending calculation
Behavior of a beam led to rupture by simple bending
Elastic calculation and calculation at break of the sections subjected to the simple bending.
Section subjected to a simple compression
Sections subjected to the composite bending, elastic design and plastic design.
Sections subjected to shear force
Sections subject to torsion
Shear forces at interfaces between 2 concrete zones
Punching slabs
Slender elements subjected to compression (buckling)
Serviceability limit states: limitation of the stresses in service, limitation of the cracking, arrows.
Plastic calculations by means of tie-rods
Technological aspects of reinforcement of reinforced concrete elements
History of reinforced concrete
Mechanical and physical properties of concrete
Mechanical and physical properties of reinforcement steel
Basic principles of calculation of reinforced concrete structures
Structural safety and limit states
Fundamental principles of bending calculation
Behavior of a beam led to rupture by simple bending
Elastic calculation and calculation at break of the sections subjected to the simple bending.
Section subjected to a simple compression
Sections subjected to the composite bending, elastic design and plastic design.
Sections subjected to shear force
Sections subject to torsion
Shear forces at interfaces between 2 concrete zones
Punching slabs
Slender elements subjected to compression (buckling)
Serviceability limit states: limitation of the stresses in service, limitation of the cracking, arrows.
Plastic calculations by means of tie-rods
Technological aspects of reinforcement of reinforced concrete elements
Teaching methods
Ex cathedra courses with slides.
Workshop exercises.
Workshop exercises.
Evaluation methods
The exam covers the theoretical concepts seen in the course, as well as practical exercises. The details are specified during the course and described on Moodle.
Online resources
Available on Moodle
Bibliography
- Transparents du cours (syllabus) et Formulaire EN 1992-1-1+ ANB ;
- Norme NBN EN 1992-1-1 - Eurocode 2 : Calcul des structures en béton - Partie 1-1 : Règles générales et règles pour les bâtiments
- René Walther, Manfred Miehlbradt. Dimensionnement des structures en béton - Traité de Génie Civil Volume 7 . Presses polytechniques et universitaires romandes.
R. Favre, J.-P. Jaccoud, O. Burdet, H. Charif. Dimensionnement des structures en béton - Traité de Génie Civil Volume 8 . Presses polytechniques et universitaires romandes.
- Norme NBN EN 1992-1-1 - Eurocode 2 : Calcul des structures en béton - Partie 1-1 : Règles générales et règles pour les bâtiments
- René Walther, Manfred Miehlbradt. Dimensionnement des structures en béton - Traité de Génie Civil Volume 7 . Presses polytechniques et universitaires romandes.
R. Favre, J.-P. Jaccoud, O. Burdet, H. Charif. Dimensionnement des structures en béton - Traité de Génie Civil Volume 8 . Presses polytechniques et universitaires romandes.
Faculty or entity
GC
