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Finite Element Method (5 ECTS)

Code: TX00BV15-3008

General information


Enrollment
01.05.2024 - 31.05.2024
Registration for the implementation has ended.
Timing
19.08.2024 - 20.12.2024
Implementation has ended.
Number of ECTS credits allocated
5 ECTS
Mode of delivery
On-campus
Campus
Leiritie 1
Teaching languages
Finnish
Degree programmes
Mechanical Engineering

Implementation has 20 reservations. Total duration of reservations is 51 h 0 min.

Time Topic Location
Mon 19.08.2024 time 13:00 - 16:00
(3 h 0 min)
Lujuusopin elementtimenetelmä TX00BV15-3008
MMA215 Oppimistila
Thu 22.08.2024 time 11:00 - 13:00
(2 h 0 min)
Lujuusopin elementtimenetelmä TX00BV15-3008
MMB253 IT-Tila
Mon 26.08.2024 time 13:00 - 16:00
(3 h 0 min)
Lujuusopin elementtimenetelmä TX00BV15-3008
MMA215 Oppimistila
Thu 29.08.2024 time 11:00 - 13:00
(2 h 0 min)
Lujuusopin elementtimenetelmä TX00BV15-3008
MMB253 IT-Tila
Mon 02.09.2024 time 12:00 - 15:00
(3 h 0 min)
Lujuusopin elementtimenetelmä TX00BV15-3008
MMA215 Oppimistila
Thu 05.09.2024 time 11:00 - 13:00
(2 h 0 min)
Lujuusopin elementtimenetelmä TX00BV15-3008
MMB253 IT-Tila
Thu 12.09.2024 time 11:00 - 13:00
(2 h 0 min)
Lujuusopin elementtimenetelmä TX00BV15-3008
MMB253 IT-Tila
Mon 16.09.2024 time 12:00 - 15:00
(3 h 0 min)
Lujuusopin elementtimenetelmä TX00BV15-3008
MMA215 Oppimistila
Thu 19.09.2024 time 11:00 - 13:00
(2 h 0 min)
Lujuusopin elementtimenetelmä TX00BV15-3008
MMB253 IT-Tila
Mon 23.09.2024 time 14:00 - 18:00
(4 h 0 min)
Lujuusopin elementtimenetelmä TX00BV15-3008
MMB253 IT-Tila
Thu 26.09.2024 time 11:00 - 13:00
(2 h 0 min)
Lujuusopin elementtimenetelmä TX00BV15-3008
MMA125 Oppimistila
Mon 30.09.2024 time 12:00 - 15:00
(3 h 0 min)
Lujuusopin elementtimenetelmä TX00BV15-3008
MMA215 Oppimistila
Thu 03.10.2024 time 11:00 - 13:00
(2 h 0 min)
Lujuusopin elementtimenetelmä TX00BV15-3008
MMB253 IT-Tila
Mon 07.10.2024 time 13:00 - 16:00
(3 h 0 min)
Lujuusopin elementtimenetelmä TX00BV15-3008
MMA215 Oppimistila
Thu 10.10.2024 time 11:00 - 13:00
(2 h 0 min)
Lujuusopin elementtimenetelmä TX00BV15-3008
MMB253 IT-Tila
Tue 22.10.2024 time 14:00 - 17:00
(3 h 0 min)
Lujuusopin elementtimenetelmä TX00BV15-3008
MMA215 Oppimistila
Thu 24.10.2024 time 11:00 - 13:00
(2 h 0 min)
Lujuusopin elementtimenetelmä TX00BV15-3008
MMB253 IT-Tila
Tue 29.10.2024 time 14:00 - 17:00
(3 h 0 min)
Lujuusopin elementtimenetelmä TX00BV15-3008
MMA215 Oppimistila
Thu 31.10.2024 time 11:00 - 13:00
(2 h 0 min)
Lujuusopin elementtimenetelmä TX00BV15-3008
MMB253 IT-Tila
Tue 05.11.2024 time 14:00 - 17:00
(3 h 0 min)
Lujuusopin elementtimenetelmä TX00BV15-3008
MMA215 Oppimistila
Changes to reservations may be possible.

Learning outcomes

On completion of the course, the student will be familiar with the most common element types, and know how to use them for the analysis of structures.
The student will be able to use finite element software to solve different types of problems in structural mechanics.

Content

1. Shape functions for bar and beam elements
2. Energy method in deriving stiffness matrices
3. Consistent nodal loads
4. Plane stress and plane strain
5. Rectangular and triangular elements
6. Element types in structural mechanics
7. Isoparametric elements
8. Numerical integration
9. Exercises with finite element software
10. A design project in the field of structural mechanics

Prerequisites

Introduction to the Finite Element Method

Teaching methods

N/A

Location and time

Myyrmäki

Learning materials and recommended literature

N/A

Assessment methods and criteria

N/A

Evaluation scale

0-5

Assessment criteria, satisfactory (1)

The student is familiar with the theory of bar and beam elements and can use one dimensional elements for the analysis of structures.

Assessment criteria, good (3)

The student can use plane and volume elements of structural mechanics.
The student is familiar wuth the basic theory of isoparametric elements.

Assessment criteria, excellent (5)

The student can use the finite element method independently when analyzing and designing structures.

Assessment criteria, approved/failed

The student is familiar with the theory of bar and beam elements and can use one dimensional elements for the analysis of structures.

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