PAP_a Pružnost a pevnost

Institute of Technology and Business in České Budějovice
winter 2016
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)
Ing. Jiřina Stachová (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 18:10–19:40 A2, J. Musílek
PAP_a/S01: Tue 14:50–16:20 A3, J. Prem
PAP_a/TP01: Wed 16:30–18:00 A219, J. Musílek
PAP_a/TS01: Wed 14:50–16:20 D402, J. Stachová
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 60 student(s).
Current registration and enrolment status: enrolled: 0/60, only registered: 0/60
Course objectives supported by learning outcomes
The aim of the course is to acquaint students with the solution of wall and slab structures and solutions for wall and slab equations. After completing the course, students will be able to assess and propose solutions to the wall and slab structures, will be able to determine the stress in a section of the basic types of stress - stress, tension, bending, shear, buckling pressure and twisting, and will control the determination of deflection basic structures based on analysis of bending equation.
Syllabus
  • The basic outline of the course: 1) Basic principles, concepts and assumptions of the theory of elasticity and strength. Displacement. Deformation. Tension. Saint-Venantův principle of locality. Linear elasticity. Physical laws, working diagram. 2) Analysis of the bar - basic assumptions. Link components of the internal forces and stress components, internal forces and external load. 3) Simple tension and pressure - stress, strain, displacement. Influence of temperature and the initial tension. 4) Simple bending and oblique bend 5) Simple shear. Simple bending - calculation of normal stresses. Sizing bent beams. 6) The strain of bent rods. Differential equations of the bending line. 7) method of initial parameters and Mohr method. Calculation of the tangent stresses - massive and thin-walled sections. Importance of shear stress in bending. Shear center. 8) Torsion free and bound. Loose twist - massive circular and non-circular cross-section. Thin-walled section closed and open. 9) Complex cases of stress rod. Spatial and angled bend. Tension (pressure) and bending in a plane. Eccentric tension and compression. Core cross-section. Design of the beams in the case of complex load. 10) Stability and buckling strength of compression members. Euler solutions. Critical power and voltage. Strength concept buckling. Bending and buckling load. Of the buckling bars. 11) The theory of strength and failure. Stress and strain in the point of the body. The principal stress at the plane stress, elastic and plastic state. 12) Wall construction, types of stress, stress distribution, deformation 13) Plate structures, types of stress, stress distribution, deformation
Language of instruction
Czech
Further comments (probably available only in Czech)
Information on course enrolment limitations: forma(P)
The course is also listed under the following terms winter 2015, Summer 2016, summer 2017, winter 2017, summer 2018, winter 2018, summer 2019, winter 2019, summer 2020, winter 2020, summer 2021, summer 2022, SUMMER 2023, summer 2024.
  • Enrolment Statistics (winter 2016, recent)
  • Permalink: https://is.vstecb.cz/course/vste/winter2016/PAP_a