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Educational guide | |||||||||||||||||||||||||||||||||||||||
IDENTIFYING DATA | 2024_25 | |||||||||||||||||||||||||||||||||||||||
Subject | STRENGTH OF MATERIALS II | Code | 00708019 | |||||||||||||||||||||||||||||||||||||
Study programme |
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Descriptors | Credit. | Type | Year | Period | ||||||||||||||||||||||||||||||||||||
6 | Compulsory | Second | Second |
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Language |
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Prerequisites | ||||||||||||||||||||||||||||||||||||||||
Department | TECN.MINERA,TOPOGRAF. Y ESTRUC |
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Coordinador |
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jvale@unileon.es jcifr@unileon.es |
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Lecturers |
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Web | http:// | |||||||||||||||||||||||||||||||||||||||
General description | ||||||||||||||||||||||||||||||||||||||||
Tribunales de Revisión |
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Competencias |
Code | |
A18150 | |
B5634 | |
B5635 | |
B5636 | |
B5643 | |
B5644 | |
B5645 | |
B5646 | |
C2 | CMECES2 That students know how to apply their knowledge to their work or vocation in a professional manner and possess the skills that are usually demonstrated through the development and defense of arguments and the resolution of problems within their area of study. |
C3 | CMECES3 That students have the ability to gather and interpret relevant data (normally within their area of study) to make judgments that include reflection on relevant issues of a social, scientific or ethical nature. |
C5 | CMECES5 That students have developed those learning skills necessary to undertake further studies with a high degree of autonomy |
Learning aims |
Competences | |||
A18150 |
B5643 |
C2 |
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B5634 B5646 |
C5 |
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B5636 |
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B5635 B5644 B5645 |
C3 |
Contents |
Topic | Sub-topic |
BLOCK I.- STUDY OF DEFORMATIONS AND MOVEMENTS. HYPERSTATIC STRUCTURES. | Unit 1: AXIAL FORCE 1.1.- Deformations produced by axial force. 1.2.- Hyperstatic bars subjected to axial force. 1.3.- Mixed sections subjected to axial force. Unit 2: BENDING MOMENT 2.1.- Elastic beam equation . 2.2.- Mohr's theorems. 2.3.- Hyperstatic beams. 2.4.- Mixed sections subjected to bending. Unit 3: RETICULATED STRUCTURES 3.1.- Isostatics. 3.2.- Hyperstatics. |
BLOCK II.- ELASTICITY | Unit 4: BASIC ELASTICITY 4.1.- Elasticity and Strength of Materials: Elastic Solids. 4.2.-Basic hypotheses. 4.3.-Static and elastic equilibrium. 4.4.-Concept of stress. Stress tensor. 4.5.-Deformation concept: Strain tensor. Deformation compatibility conditions. 4.6.-Generalized Hooke's laws. 4.7.-Lamé equations. |
BLOCK III.- DEFORMATION ENERGY | Unit 5: WORK AND ENERGY IN ELASTIC SOLIDS 5.1.- Deformation energy. Work of external forces. 5.3.- Mutual or indirect work. 5.6.- Reciprocity theorems. 5.7.- Theorems of virtual works. 5.8.- Internal deformation energy in straight bars. 5.9.- Calculation of reactions and movements applying the theorems of virtual works. |
BLOCK IV: INTRODUCTION TO THE FINITE ELEMENT METHOD | Unit 6: INTRODUCTION TO THE FINITE ELEMENT METHOD (FEM). 6.1.- Discretization: nodes and elements. 6.2.- Shape functions. 6.3.- Different types of finite elements. 6.4.- Matrix formulation of the MEF 6.5.- Introduction to the use of a commercial program for calculating structures using the FEM |
BLOCK V: LABORATORY PRACTICES | Deformations due to the axial and bending and torsional moments. |
Planning |
Methodologies :: Tests | |||||||||
Class hours | Hours outside the classroom | Total hours | |||||||
Problem solving, classroom exercises | 18 | 26 | 44 | ||||||
Assignments | 4 | 6 | 10 | ||||||
Personal tuition | 4 | 0 | 4 | ||||||
Practicals using information and communication technologies (ICTs) in computer rooms | 6 | 9 | 15 | ||||||
Laboratory practicals | 2 | 0 | 2 | ||||||
Lecture | 20 | 30 | 50 | ||||||
Mixed tests | 9 | 13.5 | 22.5 | ||||||
Practical tests | 1 | 1.5 | 2.5 | ||||||
(*)The information in the planning table is for guidance only and does not take into account the heterogeneity of the students. |
Methodologies |
Description | |
Problem solving, classroom exercises | In the practical work sessions in the classroom, the teacher will guide students in the application of theoretical concepts and results to problem solving, encouraging critical reasoning at all times. |
Assignments | Exercises will be proposed that students will solve, thus acquiring skill in using the tools necessary to solve problems. |
Personal tuition | The teacher will resolve the doubts raised by the student individually. |
Practicals using information and communication technologies (ICTs) in computer rooms | Problems will be solved using software based on the FEM |
Laboratory practicals | Tensile, bending and torsion tests of bars will be carried out to characterize the behavior of the material. |
Lecture | The teacher will introduce, through theoretical explanations and illustrative examples, the concepts, results and methods of the subject. |
Personalized attention |
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Assessment |
Description | Qualification | ||
Mixed tests | There will be two types of written tests: 1.- Final exam of the entire subject. 2.- Periodic individual work to be carried out by the student |
1.- 80% 2.- 10% |
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Practical tests | 3.- FEM Practices | 3.- 10% | |
Other comments and second call | |||
To pass the subject you will have to obtain at least a grade of 3.5 points out of 10 in test 1 in both calls. The subject is passed if the final grade is equal to or greater than 5 points. In the second call, the results of tests 2 and 3 obtained throughout the semester are valid, although it is not mandatory to have taken them. In the case of not having taken test 2 during the course, the part corresponding to the rest of the subject will have a weight of 90%. |
Sources of information |
Access to Recommended Bibliography in the Catalog ULE |
Basic | |
- CANET, J. M., Cálculo de Estructuras, libro 1.Fundamentos y estudio de secciones., Ediciones UPC, 2000. - GARRIDO, J.A. y FOCES, A., Resistencia de Materiales, Universidad de Valladolid, (1999) - VÁZQUEZ, M., Resistencia de Materiales, Universidad Politécnica de Madrid, (1986) - ORTIZ BERROCAL, Elasticidad, UPM,1985 |
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Complementary | |
- ARGÜELLES ÁLVAREZ, R., Cálculo de Estructuras, E.T.S.I. Montes de Madrid, (1981) - ORTIZ BERROCAL, L., Resistencia de Materiales, McGraw-Hill, (1991) - TIMOSHENKO, S., Resistencia de materiales, Espasa Calpe, S.A. Madrid, (1982) - TIMOSHENKO, S. y GOODIER, J.M., Teoría de la Elasticidad, Urmo, (1975) |
Recommendations |
Subjects that it is recommended to have taken before | |||||
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