228-0903/04 – Structural Mechanics (SM)

Gurantor departmentDepartment of Structural MechanicsCredits5
Subject guarantorprof. Ing. Jiří Brožovský, Ph.D.Subject version guarantordoc. Ing. Petr Janas, CSc.
Study levelpostgraduate
Study languageCzech
Year of introduction2013/2014Year of cancellation2018/2019
Intended for the facultiesFASTIntended for study typesDoctoral
Instruction secured by
LoginNameTuitorTeacher giving lectures
JAN17 doc. Ing. Petr Janas, CSc.
KRE13 prof. Ing. Martin Krejsa, Ph.D.
Extent of instruction for forms of study
Form of studyWay of compl.Extent
Full-time Examination 16+0
Part-time Examination 16+0

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

No additional 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

Conditions for completion are defined only for particular subject version and form of study

Occurrence in study plans

Academic yearProgrammeBranch/spec.Spec.ZaměřeníFormStudy language Tut. centreYearWSType of duty

Occurrence in special blocks

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Assessment of instruction

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