Strength of Materials and Structural Elements II

Course Information
TitleΑΝΤΟΧΗ ΥΛΙΚΩΝ ΚΑΙ ΔΟΜΙΚΩΝ ΣΤΟΙΧΕΙΩΝ ΙΙ / Strength of Materials and Structural Elements II
CodeΤΕ4500
FacultyEngineering
SchoolCivil Engineering
Cycle / Level1st / Undergraduate, 2nd / Postgraduate
Teaching PeriodWinter
CommonYes
StatusActive
Course ID20000198

Programme of Study: PPS TMĪMATOS POLITIKŌN MĪCΗANIKŌN (2018-2019)

Registered students: 545
OrientationAttendance TypeSemesterYearECTS
Core program for all studentsCompulsory Course326

Class Information
Academic Year2018 – 2019
Class PeriodWinter
Faculty Instructors
Weekly Hours5
Class ID
600118900
SectionInstructors
1. ΤΕ4500Konstantinos Katakalos, Euripides Papamichos
Type of the Course
  • Background
  • General Knowledge
Course Category
General Foundation
Mode of Delivery
  • Face to face
Digital Course Content
Erasmus
The course is also offered to exchange programme students.
Language of Instruction
  • Greek (Instruction, Examination)
  • English (Examination)
Prerequisites
General Prerequisites
Engineering Mechanics Strength of mateirals and structural elements I Ordinary differential Equations.
Learning Outcomes
The course aims to: • offer the knowledge towards the engineering analysis and the design of civil engineering structures like buildings, bridges, pipelines, geotechnical and underground structures by building the knowledge for the behavior of materials and structural elements. • define normal and shear stresses, strains and deformations that are being developed to any section of a structural element, symmetric or non-symmetric, open or close thin or thick. • improve the knowledge of elastic and plastic behavior of materials. • cover energy techniques and methodologies for the analysis of fundamental and simple structures. • provide the knowledge of instability for compressive members focusing on buckling. Acquiring skills. After the successful attendance of the course the student will have the ability to: • calculate internal forces and convert them to normal and shear stresses, deformation and strain, for elastic and elastoplastic materials and for complex cross-sections. • calculate the maximum moments and in general forces that a simple structure can withstand. • check the failure of a structural element due to flexure or due to the critical external force for buckling. • design a structural element for a specific external force in order not to exceed the maximum strength of the material. • calculate the deformed shape of a structural element so as not to prevent its functionality.
General Competences
  • Apply knowledge in practice
  • Retrieve, analyse and synthesise data and information, with the use of necessary technologies
  • Adapt to new situations
  • Make decisions
  • Work autonomously
  • Work in an international context
  • Advance free, creative and causative thinking
Course Content (Syllabus)
1. Elastic technical theory of beam resistance: Basic assumptions, exact solution of elasticity for the flexural behavior of cantilever beam, normal and shear stresses of symmetrical cross-section beams, oblique bending and eccentric loading of non-symmetrical cross sections, shear stresses of thin-wall cross-sections (shear stresses due to bending, due to torsion for open and close cross sections, center of shear), Strain Deformation Energy. 2. Deformation of beams – Elastic line applications: Theory of deformation of an infinate element inside its plane, differential equation of elastic line, Mohr method, the three moment method (Clapeyron), the effect of normal and shear forces in beam deformations. 3. Linear energy methods: Elastic deformation energy, principle of possible work, the theorem of Betti and Maxwell-Mohr, Castigliano theorem, general formulation of the principle of possible works 4. Inelastic technical theory of linear elements: Bending of symmetric sections, the effect of axial loading to plastic moment, the effect of shear loading to plastic moment, inelastic analysis of structures, theorem of frame limit analysis. 5. Buckling: buckling of joint-joint column, effect of eccentricity, effect of shear loading, stress control, equivalent buckling length, limits of elastic buckling. 6. Stress functions.
Keywords
Engineering theory of beam strength, beam deformations, elastic line, energy methods, bending.
Educational Material Types
  • Slide presentations
  • Interactive excersises
  • Book
Use of Information and Communication Technologies
Use of ICT
  • Use of ICT in Course Teaching
  • Use of ICT in Communication with Students
  • Use of ICT in Student Assessment
Course Organization
ActivitiesWorkloadECTSIndividualTeamworkErasmus
Lectures652.3
Reading Assigment702.5
Written assigments301.1
Exams30.1
Total1686
Student Assessment
Description
Examination. Choice between: Α. Written exam. Β. Weekly exercises + two midterm exams. Grade. Choice between: Α. 100% from final written exam. Β. 50% 1st midterm + 50% 2nd midterm. Bonus of weekly exercises: Up to 1 point for those who pass the course.
Student Assessment methods
  • Written Exam with Short Answer Questions (Formative, Summative)
  • Written Exam with Problem Solving (Summative)
  • Labortatory Assignment (Formative)
Bibliography
Course Bibliography (Eudoxus)
Α. Παπαμίχος Ε, Χαραλαμπάκης Ν (2017). Αντοχή των υλικών και δομικών στοιχείων, 2η εκδ., Θεσσαλονίκη: Τζιόλας. Β. Gere JM, Goodno BJ (2018). Αντοχή υλικών. 8η έκδοση, Θεσσαλονίκη: Τζιόλας.
Additional bibliography for study
Α. Beer FP, Johnston Jr ER, DeWolf JT, Mazurek DF (2016). Μηχανική των υλικών. 7η εκδ., Θεσσαλονίκη: Τζιόλας. Β. Βαρδουλάκης Ι (1999). Τεχνική Μηχανική II. Αθήνα: Συμμετρία. Γ. Τσαμασφύρος ΓΙ (1990). Μηχανική παραμορφωσίμων σωμάτων Ι και ΙΙ. Αθήνα: Συμμετρία. Δ. Τσαμασφύρος ΓΙ, Δήμου Γ (1997). Μηχανική παραμορφωσίμων σωμάτων Ι - Ασκήσεις. Αθήνα: Συμμετρία.
Last Update
31-05-2018