228-0903/01 – Structural Mechanics (SM)
| Gurantor department | Department of Structural Mechanics | Credits | 5 |
| Subject guarantor | prof. Ing. Jiří Brožovský, Ph.D. | Subject version guarantor | doc. Ing. Petr Janas, CSc. |
| Study level | postgraduate | Requirement | Optional |
| Year | | Semester | winter + summer |
| | Study language | Czech |
| Year of introduction | 2006/2007 | Year of cancellation | 2012/2013 |
| Intended for the faculties | FAST | Intended for study types | Doctoral |
Subject aims expressed by acquired skills and competences
Obtaining of further knowledge obtained during pregradual and gradual study.
Obtaining of advanced knowledge in selected areas of structural mechanics.
Teaching methods
Lectures
Individual consultations
Summary
Obtaining of further knowledge in areas of structural mechanics, elasticity and plasticity, energetical principles, non-linearities. Use of the force method and the direct stiffness method for 2nd order theory.|
Compulsory literature:
J.L. Meriam, L.G.Kraige : Engineering mechanics-statics, Wiley
and Sons, USA, 2003
Timoshenko S.,Young D.H.: Engineering mechanics-statics, Mc Graw-Hill,
New York
R.C. Hibbeler: Statics and mechanics of materials, Macmillan Publishing
Company, USA, 1992
Recommended literature:
Timoshenko S.,Young D.H.: Engineering mechanics-statics, Mc Graw-Hill,
New York
R.C. Hibbeler: Statics and mechanics of materials, Macmillan Publishing
Company, USA, 1992
Way of continuous check of knowledge in the course of semester
E-learning
Other requirements
Prerequisities
Subject has no prerequisities.
Co-requisities
Subject has no co-requisities.
Subject syllabus:
1. Recapitulation of basics of structural mechanics.
2. Force method.
3. Direct stiffness method.
4. Energetical principles and variational methods in structural mechanics.
5. Basics of non-linear mechanics.
6. Principle of virtual works, use of the principle for 2nd order theory problems.
7. Computation of finite deformations with use of principle of virtual works.
8. Force method for 2nd order theory problems.
9. Direct stiffness method for 2nd order theory problems.
10. Interaction of beam and elastic fundament.
Conditions for subject completion
Occurrence in study plans
Occurrence in special blocks
Assessment of instruction
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