Structural_mechanics_2 - Politechnika Częstochowska

POLITECHNIKA CZĘSTOCHOWSKA
WYDZIAŁ BUDOWNICTWA
KIERUNEK:
BUDOWNICTWO
KARTA OPISU PRZEDMIOTU
Nazwa przedmiotu
Kod przedmiotu
Mechanika budowli II
Structural mechanics II
WB_BUD_D_I_MB2_05
Rodzaj zajęć
Poziom kwalifikacji
Wykład Ćwiczenia Laboratorium Projekt Seminarium Egzamin
stacjonarne I stopnia
S1
2
2
Specjalność
-
2
KBI / TOZB / AwB
Jednostka prowadząca
przedmiot:
Rok / Semestr
III
5
ECTS
E
5
Rodzaj
obowiązkowy
przedmiotu:
Katedra Konstrukcji Budowlanych i Inżynierskich
Pokój 75
tel./fax: +48 (34) 325 09 04
Dr inż. Maksym GRZYWIŃSKI
[email protected]
I. KARTA PRZEDMIOTU (SUBJECT CHARTER)
CEL PRZEDMIOTU (SUBJECT OBJECTIVE)
C01 Acquisition of knowledge on effective solving systems of statically indeterminate
C02 The skills of solving systems of statically indeterminate forces method
C03 The skills of solving systems of statically indeterminate displacement method
C04 Ability to build influence lines for statically indeterminate systems
WYMAGANIA WSTĘPNE W ZAKRESIE WIEDZY, UMIEJĘTNOŚCI I INNYCH KOMPETENCJI
(PRE-REQUISITE REQUIREMENTS FOR KNOWLEDGE, SKILLS AND OTHER POWERS)
1
Knowledge of mechanics and strength of materials
2
Knowledge of mathematics in the field of mathematical analysis
3
Knowledge of basic concepts in the design of the bar
4
Completed course "Mechanics of Structures I”
EFEKTY KSZTAŁCENIA (LEARNING OUTCOME)
Has knowledge of Structural Mechanics II and the ability to use the conceptual apparatus of
EK1
mechanics in the formulation of practical engineering construction
Umiejętności ogólne (General skills)
He can use literature sources and other materials relating to the engineering problem to be
EK2
solved. He can make a classification of buildings, construction of supporting structures.
Podstawowe umiejętności inżynierskie (Basic engineering skills)
EK3 Able to solve statically indeterminate systems by forces
EK4 Able to solve statically indeterminate systems by displacement
EK5 Able to draw lines of influence for statically indeterminate systems
Umiejętności bezpośrednio związane z rozwiązywaniem zadań inżynierskich
(Skills directly related to solving an engineering task)
EK6 Able to calculate the displacement for statically indeterminate systems
Kompetencje personalne i społeczne (Personal and social competences)
EK7 Able to work independently and in a team.
TREŚCI PROGRAMOWE (CONTENTS OF STUDY)
Forma zajęć – Wykłady (Type of classes – Lecture)
W1
The theory of statically indeterminate systems. Introduction to the Force
Liczba godzin
(Number of
hours)
2
Method
W2
W3
W4
The Force Method - continuous beams.
2
The Force Method – frame 2D.
4
W5
The Force Method - trusses. Displacements for statically indeterminate
systems. Static load mechanical and non-mechanical.
4
W6
W7
W8
W9
W10
Equation three, four and five moments.
Displacement Method. Degree of indeterminate kinematic systems
(rotations and displacement).
The equations of transformation and the canonical equations displacement
method.
2
2
2
Displacement Method - continuous beams, frames and multi-storey one,
trusses, arches..
4
W12
The use of symmetry and antisymmetry structure in solving systems of
extra forces.
2
W13
Lines of influence - continuous beams and trusses of extra forces.
2
W11
W14
W15
Stability bar systems, the critical force. Computer aided analysis of bar
structures.
Repertory.
RAZEM (TOTAL):
Forma zajęć – Ćwiczenia (Type of classes – Practice)
Cw1
Cw2
Cw3
Cw4
Cw5
Cw6
Cw7
Cw8
Cw9
Cw10
Cw11
Cw12
Introduction to the course. Discussion of the credit and provide literature.
Determination of the degree of static indeterminate systems, to discuss
ways of solving systems of statically indeterminate.
Solving beams and frames statically indeterminate using the Force Method
- FM of canonical equations, calculation of load displacement unit and the
external loads to the core systems. The use of symmetry in the structure
calculations.
Solve statically indeterminate 2D trusses using the Force Method.
Calculation of displacement structures statically indeterminate induced
mechanical force and non-mechanical (non-uniform temperature rise at the
extreme fiber bars, inaccurate assembly, inelastic subsidence supports).
Colloquium I.
2
2
30
Liczba godzin
(Number
of
hours)
2
6
4
2
Solving multi-span beams on supports fixed and resilient by force - the
equation of three, four and five moments.
4
Displacement Method. Determination of the degree of kinematic
indeterminate systems. Solving continuous beams and frames of statically
indeterminate external loads and non-mechanical factors.
6
Cw13
Drawing influence lines for statically indeterminate beams using the
equation of three moments.
2
Cw14
Cw15
Colloquium I(.
Repertory.
2
2
RAZEM:
Forma zajęć – Projekt (Type of classes – Project)
Pr1
Pr2
Discussion of the Force Methods. Application guidelines for exercise
design no. I - frame three times statically indeterminate with bar angle.
Adoption of the basic framework, saving canonical system of equations
Calculation of displacements for the basic framework. The solution of the
30
Liczba godzin
(Number of
hours)
2
2
Pr3
Pr4
Pr5
Pr6
Pr7
Pr8
Pr9
Pr10
Pr11
Pr12
Pr13
Pr14
Pr15
canonical equations.
Plotting the internal forces statically indeterminate frame using the principle
of superposition. Design validation calculations
Application guidelines for the exercise of the project no. II - three times
statically indeterminate truss. Discussion of the Force Method for trusses.
Adoption of the basic system, saving the canonical system of equations.
Determination of forces in truss bars. Calculation of displacements for the
basic system
The solution of the canonical equations. The calculation of the forces in the
bars of the real. Execution control calculations by checking the
compatibility of deformations.
Of the exercise project no. II. Application guidelines for the exercise project
no. III - statically indeterminate continuous beam
Discussion of the three methods of moments. Adoption of the basic
system. Writing equations and calculating overtime bending moments.
Plotting the internal forces of the beam statically indeterminate.
Solution statically indeterminate beams of exercise project no. III using the
method of displacements. Determination of the degree of kinematic
indeterminate, the adoption of the basic system, the calculation of the
actual displacement of the system. Calculation of the actual bending
moments in principle of superposition. Comparison of the results with the
method of the three moments.
Of the exercise project no. III. Displacement method for sliding frames.
Determination of the degree of kinematic indeterminate framework of
project no. I exercise, the adoption of the basic system
Determination of the actual movements of the canonical system of
equations displacement method. The calculation of bending moments in
principle of superposition. Comparison of the results with the method of
forces.
Of the exercise project no. I.
RAZEM:
2
2
2
2
2
4
4
2
4
2
30
NARZĘDZIA DYDAKTYCZNE (TEACHING TOOLS)
Lectures with audiovisual aids.
1.
Exercises using audiovisual means and the blackboard and chalk.
2.
Author’s teaching aids
3.
Literature.
4.
SPOSOBY OCENY: (F - FORMUJĄCA; P - PODSUMOWUJĄCA)
[METHODS OF ASSESSMENT ( F – FORMATIVE, P – SUMMARY)]
F01 Assessment to prepare for classes. Checking presence.
Staging elements of the projects carried out independently by the student in accordance with
F02
the approved schedule
F03 Evaluation of activity during the course
P01 Rating colloquia of credits
P02 Evaluation of the implementation of projects
P03 Evaluation of practical knowledge in the field of design
P04 Rating final exam in writing and orally.
OBCIĄŻENIE PRACĄ STUDENTA (STUDENT’S WORKLOAD)
Średnia liczba godzin/ECTS
na
zrealizowanie aktywności
L.p.
Forma aktywności (Activity)
1.
2.
3.
Classes – lecture
Contact hours of teacher-related lectures.
Read the indicated literature.
[godz.] [hours]
[ECTS]
30
5
5
5
Classes – practice.
Contact hours of teacher-related practice.
Preparing for exercise.
Preparation for test I.
Preparation for test II.
Classes – project.
Contact hours of teacher-related project.
Preparing for classes in design, execution of projects.
Preparing for the exam.
4.
5.
6.
7.
8.
9.
10.
11.
12.
RAZEM (TOTAL):
30
5
5
5
5
30
10
10
10
150
LITERATURA PODSTAWOWA I UZUPEŁNIAJĄCA
(BASIC AND SUPLEMENTARY LITERATURE)
Carpinteri A.: Structural Mechanics. A Unified Approach, Taylor & Francis 1997
1.
Darkov A., Kuznetsov V.: Structural Mechanics, Mir Publisher Moscov 1969
2.
Durka F., Morgan W., Wiliams D.T.: Structural Mechanics, Pearson Education Limited 2003
3.
Hulse R., Cain J.A.: Structural Mechanics, Palgrave Macmillan Limited, 2000
4.
Smith P.S.: Introduction to Structural Mechanics, Palgrave Macmillan Limited, 2001
5.
MACIERZ REALIZACJI EFEKTÓW KSZTAŁCENIA
(MATRIX OF LEARNING OUTCOME CARRYING OUT)
Learning
outcome for the
course
Reference to
the effect
defined for the
field of study
Objectives of
the course
Contents of study
Teaching
tools
Methods of
assessment
EK1
K_W05,
K_W06
C01÷C04
W2÷W7, W12,
Cw2÷Cw6, Cw8, Cw9,
Pr1÷Pr9
1, 2, 3, 4
F01÷F03,
P01÷P04
EK2
K_U01,
K_U02
K_U22
C01÷C04
Cw1÷Cw6, Cw8÷Cw13,
Pr1÷Pr15
1, 2, 3, 4
F01÷F03,
P01÷P04
EK3
K_U09
C01, C02
EK4
K_U09
C01, C03
EK5
K_U09
C01, C04
Cw13
1, 2, 3, 4
EK6
K_U01,
K_U09
C02, C03
Cw2÷Cw6,
Cw10÷Cw12, Pr6,
Pr10÷Pr14
1, 2, 3, 4
F01÷F03,
P01÷P04
EK7
K_K01,
K_K02
C01÷C04
Cw1÷Cw15, Pr1÷Pr15
4
F01÷F03,
P01÷P04
Cw2÷Cw6, Cw8, Cw9,
Pr1÷Pr9
Cw10÷Cw12,
Pr10÷Pr14
1, 2, 3, 4
1, 2, 3, 4
F01÷F03,
P01÷P04
F01÷F03,
P01÷P04
F01÷F03,
P01÷P04
II. FORMY OCENY – SZCZEGÓŁY (METHODS OF ASSESSMENT – DETAILS)
OCENY
MARKS
2,0
3,0
3,5
4,0
EFEKTY KSZTAŁCENIA (LEARNING OUTCOME)
EK1
The student does not have a basic knowledge of Structural Mechanics II and did not know
how to use the basic conceptual apparatus and a simple construction solves engineering
problems with errors.
The student has a basic knowledge of Structural Mechanics II, and know how to use the basic
conceptual apparatus and can solve simple problems of engineering construction
The student has a basic knowledge of Structural Mechanics II, and know how to use the basic
conceptual apparatus. In addition, he can perfectly solve simple problems of engineering
construction
The student has a wide knowledge of Structural Mechanics II, know how to use advanced
conceptual apparatus and can perfectly solve simple and complex problems selected
4,5
5,0
2,0
3,0
3,5
4,0
4,5
5,0
2,0
3,0
3,5
4,0
4,5
5,0
2,0
3,0
3,5
4,0
4,5
5,0
2,0
3,0
3,5
4,0
4,5
5,0
2,0
3,0
engineering construction
The student has a wide knowledge of Structural Mechanics II, know how to use advanced
conceptual apparatus and is able to solve simple and complex problems of engineering
construction
The student has a wide knowledge of Structural Mechanics II, know how to use advanced
conceptual apparatus and perfectly able to solve simple and complex problems of
engineering construction
EK2
The student can not replace primary literature sources necessary to solve the tasks of
Structural Mechanics systems statically determinate
The student is able to briefly mention primary literature sources and can not fully exploit their
The student is able to briefly mention primary literature sources and attempts to use them
properly
The student knows the primary literature sources and can be used in a range of tasks to be
solved
The student knows the basic and additional literature sources and can be used in a range of
tasks to be solved, knows how to make a classification of buildings, construction of supporting
structures.
The student can fluently replaced by reference and can fluently use it in terms of tasks to be
solved
EK3
The student understands what the solution to the problem by force but it can not properly
begin the task
The student is able to solve a simple example using the Force Method, but the solution
contains errors
The student is able to correctly solve a simple example using the Force Method
The student is able to correctly solve a simple example and selected complex systems
The student is able to solve simple and complex example by the Force Method
The student is able to correctly solve simple and complex example by the Force Method
EK4
The student understands what is the solution of the Displacement Method but it can not
properly begin the task
The student is able to solve a simple example using the Displacement Method, but the
solution contains errors
The student is able to correctly solve a simple example using the Displacement Method
The student is able to correctly solve a simple example and selected complex systems
The student is able to solve simple and complex example by the Displacement Method
The student is able to correctly solve simple and complex example by the Displacement
Method
EK5
The student understands what is drawing influence lines for statically indeterminate systems
but can not properly begin the task
The student is able to solve simple task of drawing influence lines for statically indeterminate
systems, however, the solution contains errors
The student is able to correctly solve the simple task of drawing influence lines for statically
indeterminate systems
The student is able to draw perfectly straight lines for the impact of statically indeterminate
systems and complex systems for selected
The student is able to solve simple and complex task of preparing the influence lines for
statically indeterminate systems
The student is able to correctly solve simple and complex task of preparing the influence lines
for statically indeterminate systems
EK6
The student understands what the calculation of displacements for statically indeterminate
systems but can not properly begin the task
The student is able to solve a simple task, but the solution contains errors
3,5
4,0
4,5
5,0
2,0
3,0
3,5
4,0
4,5
5,0
The student is able to correctly solve the simple examples
The student is able to solve simple examples correctly and selected complex systems
The student is able to solve simple and complex examples
Student is able to correctly solve simple and complex examples
EK7
The student is not able to work or individually or in a team
The student can work individually with the help of the teacher, teamwork is conflicting and
delayed the work team
The student can work individually with the help of the teacher, teamwork is conflicting, but
tries not to delay the work of the team
The student can work individually and in a team, is systematic but not too creative
The student can work individually and in a team, is systematic, trying to be creative and wellorganized
The student can work individually and in a team. It can be the most appropriate solution to the
problem is creative and well organized, able to mitigate conflicts
III. INNE PRZYDATNE INFORMACJE O PRZEDMIOCIE
(OTHER USEFUL INFORMATIONS ABOUT THE SUBJECT)
1.
2.
Information, where and how students may acquaint with literature, author’s teaching aids and
others: according to the type of materials:
According to the type of material – in the classroom, in the teacher’s office and university or
faculty library
Information about the place of classes:
Show-case in the Faculty of Civil Enginering and faculty www page.
3.
Information about time of classes (day and hour):
Show-case in the Faculty of Civil Engineering and faculty www page.
4.
Information about consultations (place and hours):
2 times a week in the teacher’s office.