SA_PAP Flexibility and Strenght

Institute of Technology and Business in České Budějovice
summer 2021
Extent and Intensity
2/2/0. 5 credit(s). Type of Completion: zk (examination).
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
SA_PAP/S01: No timetable has been entered into IS.
Prerequisites (in Czech)
OBOR ( CAP )
Course Enrolment Limitations
The course is offered to students of any study field.
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.
Learning outcomes
Students are able to state tension in cross-section of basic types of stress - pressure, tension, bending, shear, buckling and twisting. They 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
    recommended literature
  • GRANTHAM, M. 2011. Concrete repair: a practical guide, Abingdon, Oxon. New York: Routledge, Taylor & Francis Group. ISBN: 978-0-41544-734-8.
  • EMMONS, P., H. a B. W. EMMONS. 2002. Concrete Repair and Maintenance Illustrated: Problem Analysis; Repair Strategy; Techniques, January. ISBN: 978-0-87629-286-0.
Forms of Teaching
Lecture
Exercise
Teaching Methods
Frontal Teaching
Group Teaching - Cooperation
Individual Work– Individual or Individualized Activity
Student Workload
ActivitiesNumber of Hours of Study Workload
Daily StudyCombined Study
Preparation for Lectures10 
Preparation for Seminars, Exercises, Tutorial16 
Preparation for the Final Test26 
Seminar work26 
Attendance on Lectures26 
Attendance on Seminars/Exercises/Tutorial/Excursion26 
Total:1300
Assessment Methods and Assesment Rate
Test – final 70 %
Seminary Work 30 %
Exam conditions
Seminar Work: maximum 30% (0-30 points). Final Test: maximum 70% (0-70 points). Successful graduates of the course have to get totally at least 70 points: A 100 – 90, B 89,99 – 84, C 83,99 – 77, D 76,99 – 73, E 72,99 – 70, FX 69,99 – 30, F 29,99 - 0.
Language of instruction
English
Teacher's information
Attendance at classes in all forms is governed by a separate internal standard of VŠTE (Records of student attendance at VŠTE). For full-time students, 70% attendance is required for contact classes, ie everything except lectures.

  • Enrolment Statistics (recent)
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