VŠTE:PAP_a Flexibility and Strenght - Course Information

PAP_a Flexibility and Strenght

Extent and Intensity

2/2/0. 5 credit(s). Type of Completion: zk (examination).

Teacher(s)

Ing. Josef Musílek, Ph.D. (seminar tutor)
Ing. Jan Prem (seminar tutor)

Guaranteed by

Ing. Josef Musílek, Ph.D.
Department of Civil Engineering – Faculty of Technology – Rector – Institute of Technology and Business in České Budějovice
Supplier department: Department of Civil Engineering – Faculty of Technology – Rector – Institute of Technology and Business in České Budějovice

Timetable of Seminar Groups

PAP_a/P01: Tue 11:25–12:55 B3, J. Musílek
PAP_a/S02: Wed 16:30–18:00 A3, J. Musílek
PAP_a/TP01: Wed 17:10–18:40 D402, J. Prem
PAP_a/TS01: Wed 15:35–17:05 D402, J. Prem

Prerequisites (in Czech)

FORMA(P)

Course Enrolment Limitations

The course is offered to students of any study field.
The capacity limit for the course is 90 student(s).
Current registration and enrolment status: enrolled: 0/90, only registered: 0/90

Course objectives supported by learning outcomes

After completing the course the student will be able to state tension in cross-section of basic types of stress - pressure, tension, bending, shear, buckling and twisting. Further s/he can determine the deflection of basic structure by analyzing the bending equation.

Syllabus

• 1) Basic functions, concepts and assumptions of elasticity theory. Displacement. Deformation. Voltage. Saint-Venant`s principle. Linear theory of elasticity. Physical laws, working diagram. 2) Analysis of the rod - the basics. The connection components of the internal forces and stress components, components of the internal forces and external loads. 3) Simple tension and pressure - stress, strain, relocation. Effect of temperature field and the initial tension. 4) Simple bending angle and bending 5) Simple shear. Simple bending - calculation of normal stresses. Design of curved beams. 6) Transforming of the bent rods. Differential equations of the bending line. 7) Method of initial parameters and Mohr's method. Calculation of the tangential stress - a massive and thin-walled sections. The importance of shear stress in bending. The center of the skid. 8) Torsion free and bound. Big twist - solid and non-circular cross-section circular. Thin-walled cross-section of closed and open. 9) Compound load cases of the rod. The spatial and angle bending. Tension (compression) and bending . Eccentric tension and pressure. The core section. Design of beams in case of a compound stress. 10) Stability and buckling strength of compression members. Euler solutions. Critical power and voltage. Buckling strength approach. 11) The theory of strength and failure. Stress and strain in the point of the body. The principal stress in plane strain, elastic and plastic state. 12)Wall construction, types of stress, stress distribution, deformation 13) Plate structure, types of stress, stress distribution, deformation

Literature

required literature
• ŽÁK, J. Statika, pružnost a pevnost. Brno : VUT, 2005. ISBN 80-239-4965-9.
• NOVOTNÝ, R. Vybrané kapitoly ze stavební mechaniky VŠTE ČB předpokládané vydání 2009.

recommended literature
• ŠEJNOHA, J., BITTNAROVÁ, J. Pružnost a pevnost 20. Praha : ČVUT, 2004. ISBN 80-01-03082-2.
• ŽÁK, J., PĚNČÍK, J. Stavební mechanika: statika, pružnost a pevnost. Praha : Antikva, 2005. ISBN 80-239-4965-9.
• BITTNAROVÁ, J. Pružnost a pevnost 10 – příklady. Praha : ČVUT, 2003. ISBN 80-01-02742-2.
• BITTNAROVÁ, J. Pružnost a pevnost 20 – příklady. Praha : ČVUT, 2003. ISBN 80-01-02709-0.
• ŠEJNOHA, J., BITTNAROVÁ, J. Pružnost a pevnost 10. Praha : ČVUT, 2003. ISBN 80-01-02743-0.

Forms of Teaching

Lecture
Exercise

Teaching Methods

Frontal Teaching
Group Teaching - Cooperation
Critical Thinking
Individual Work– Individual or Individualized Activity

Assessment Methods and Assesment Rate

Exam – written 70 %
Průběžné hodnocení (in Czech) 30 %

Language of instruction

Czech

• Enrolment Statistics (winter 2017, recent)
  
• Permalink: https://is.vstecb.cz/course/vste/winter2017/PAP_a