337-0503/01 – Mechanics of Constructions (MECHK)
| Gurantor department | Department of Mechanics | Credits | 5 |
| Subject guarantor | prof. Ing. Petr Horyl, CSc., dr.h.c. | Subject version guarantor | prof. Ing. Petr Horyl, CSc., dr.h.c. |
| Study level | undergraduate or graduate | Requirement | Compulsory |
| Year | 1 | Semester | summer |
| | Study language | Czech |
| Year of introduction | 2004/2005 | Year of cancellation | 2014/2015 |
| Intended for the faculties | FS | Intended for study types | Follow-up Master |
Subject aims expressed by acquired skills and competences
Outline principle of unit force method and classify advantages and disadvantages at statically determinate also indeterminate structures.
Define advantages of the unit force method for plane trusses (determinate and also indeterminate).
Solve basal cross-section characteristics coupled torsion of straight beam necessary for warping computing .
Classify basic boundary conditions of the coupled torsion of straight beam.
Clarify essential matrix equation of buckling for systems discretized by FEM.
Outline fundamental nonlinearities and methods for its solution in statics.
Teaching methods
Lectures
Tutorials
Project work
Summary
The method of unit forces, derivation of equations. Solution of displacement and rotation of link and plane truss displacement. Solution of statically indeterminate trusses and frames. Constraint equations.
Coupled torsion, derivation of differential equations, cross-section characteristics. Boundary conditions and their application, sectional warping.
Buckling solved by FEM, geometric stiffness matrix of link and beam. Non-linear buckling, arc-length method.
Eurocodes for steel structures
Compulsory literature:
Recommended literature:
Stříž : Pružnost a pevnost II díl, skripta Vysoké školy technické v Liberci,
1986.
Way of continuous check of knowledge in the course of semester
E-learning
Other requirements
aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa
Prerequisities
Subject has no prerequisities.
Co-requisities
Subject has no co-requisities.
Subject syllabus:
The method of unit forces, derivation of equations. Solution of displacement and rotation of link and plane truss displacement. Solution of statically indeterminate trusses and frames. Constraint equations.
Coupled torsion, derivation of differential equations, cross-section characteristics. Boundary conditions and their application, sectional warping.
Buckling solved by FEM, geometric stiffness matrix of link and beam. Non-linear buckling, arc-length method.
Eurocodes for steel structures
Conditions for subject completion
Occurrence in study plans
Occurrence in special blocks
Assessment of instruction