Gurantor department | Department of Mechanics | Credits | 10 |

Subject guarantor | prof. Ing. Petr Horyl, CSc., dr.h.c. | Subject version guarantor | prof. Ing. Petr Horyl, CSc., dr.h.c. |

Study level | postgraduate | Requirement | Choice-compulsory |

Year | Semester | winter + summer | |

Study language | Czech | ||

Year of introduction | 2013/2014 | Year of cancellation | 2014/2015 |

Intended for the faculties | FS | Intended for study types | Doctoral |

Instruction secured by | |||
---|---|---|---|

Login | Name | Tuitor | Teacher giving lectures |

HOR80 | prof. Ing. Petr Horyl, CSc., dr.h.c. |

Extent of instruction for forms of study | ||
---|---|---|

Form of study | Way of compl. | Extent |

Full-time | Examination | 25+0 |

Part-time | Examination | 25+0 |

Students will extend and make deeper their theoretical knowledge of the
buckling theory and the numerical procedures that lead to the practical use
of the method. Especially the problematics of solving nonlinear buckling
problems by FEM will be solved.

Lectures

Individual consultations

Project work

Students will extend and make deeper their theoretical knowledge of the
buckling theory and the numerical procedures that lead to the practical use
of the method. Especially the problematics of solving nonlinear buckling
problems by FEM will be solved.

Gambhir .M. L. Stability Analysis and Design of Structures, Springer, 2004, p.
535, ISBN 3-540-20784-8
REDDY, J.N., An Introduction Nonlinear Finite Element Analysis, Oxford
University Press, 2004, p. 463, ISBN 0-19-852529-X
BHATTI,M.A., Advanced Topics in Finite Element Analysis of Structures: with
Mathematica and Matlab Computations, Wiley, 2006, p.590, ISBN-13 978-0-471-
64807-9

WRIGGERS, P., Nichtlineare Finite-Element Metoden, Springer, 2005, p. 495, ISBN
3-540-67747-X

Students work in writing two larger themes from the course sylabus.

Subject has no prerequisities.

Subject has no co-requisities.

Buckling solving by FEM. Basic matrix equation of buckling. Solving critical loading.
Geometric stiffness matrix for bar and beam finite element. Numerical method for solving of critical loading factor.
Non-linear collapse of constructions. Geometric, materiál and structural nonlinearities. Three kinds of stiffness matrix in nonlinear colapse. Basic eguation for equilibrium of internal forces. Example: bar element
Equilibrium path. Path for one DOF. Critical points on path – critical and bifurcation points.
Practical examples. MATLAB procedures.
Newton-Raphson method. Arc-length method and their agorithm.

Task name | Type of task | Max. number of points
(act. for subtasks) | Min. number of points |
---|---|---|---|

Examination | Examination |

Show history

Academic year | Programme | Field of study | Spec. | Zaměření | Form | Study language | Tut. centre | Year | W | S | Type of duty | |
---|---|---|---|---|---|---|---|---|---|---|---|---|

2014/2015 | (P2346) Mechanical Engineering | (3901V003) Applied Mechanics | P | Czech | Ostrava | Choice-compulsory | study plan | |||||

2014/2015 | (P2346) Mechanical Engineering | (3901V003) Applied Mechanics | K | Czech | Ostrava | Choice-compulsory | study plan | |||||

2014/2015 | (P2301) Mechanical Engineering | (3901V003) Applied Mechanics | P | Czech | Ostrava | Choice-compulsory | study plan | |||||

2014/2015 | (P2301) Mechanical Engineering | (3901V003) Applied Mechanics | K | Czech | Ostrava | Choice-compulsory | study plan | |||||

2013/2014 | (P2301) Mechanical Engineering | (3901V003) Applied Mechanics | P | Czech | Ostrava | Choice-compulsory | study plan | |||||

2013/2014 | (P2301) Mechanical Engineering | (3901V003) Applied Mechanics | K | Czech | Ostrava | Choice-compulsory | study plan | |||||

2013/2014 | (P2346) Mechanical Engineering | (3901V003) Applied Mechanics | P | Czech | Ostrava | Choice-compulsory | study plan | |||||

2013/2014 | (P2346) Mechanical Engineering | (3901V003) Applied Mechanics | K | Czech | Ostrava | Choice-compulsory | study plan |

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