Structural_mechanics_2 - Politechnika Częstochowska
Transkrypt
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.