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Basics of FEM (4 cr)

Code: 8D00BS99-3004

General information


Enrollment
16.04.2022 - 12.10.2022
Registration for the implementation has ended.
Timing
24.10.2022 - 22.01.2023
Implementation has ended.
Number of ECTS credits allocated
4 cr
Local portion
3 cr
Virtual portion
1 cr
Mode of delivery
Blended learning
Unit
SeAMK Construction Engineering and Construction Management
Campus
SeAMK Seinäjoki, Frami
Teaching languages
Finnish
Degree programmes
Bachelor of Engineering, Construction Engineering
Teachers
Martti Perälä
Course
8D00BS99

Evaluation scale

1-5

Objective

Competence in the construction process
The student knows the basics of FEM.

Competence in structural engineering
The student will be competent in making finite element models for bar structures. They will be capable of solving displacements and internal forces of a bar structure by the finite element method.

Content

• Forming finite element model
• Degrees of freedom
• Stiffness matrix and load vectors
• Equilibrium equations of nodal forces

• Second order approach
• Finite element method in stability problems

Materials

Lecturer's own material.

Teaching methods

Lectures and calculation exercises.

Student workload

Total work load of the course: 107 h.
- of which scheduled studies: 60 h
- of which autonomous studies: 47 h

Assessment criteria, satisfactory (1)

The student is able to determine equilibrium equations of nodal forces of simple bar structures.

Assessment criteria, good (3)

The student is able to apply the finite element method of bar structures to determine and solve stresses and displacements of different beams, trusses and frames. The student is able to determine the critical load of simple bar structures.

Assessment criteria, excellent (5)

The student is able to apply the finite element method of bar structures very well to solve displacements and stresses of different beams, trusses and frames. The student is able to determine the critical load of more complex bar structures.

Qualifications

Linear Algebra, Statically Indeterminate Frame Structures

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