Finite element method - tutorial no. 1

Introduction FEM FE model Solution Visualization Abaqus Finite element method - tutorial no. 1 ´ Martin NESLADEK Faculty of mechanical engineer...
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Introduction

FEM

FE model

Solution

Visualization

Abaqus

Finite element method - tutorial no. 1

´ Martin NESLADEK Faculty of mechanical engineering, CTU in Prague

13th October 2015

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Introduction

FEM

FE model

Solution

Visualization

Abaqus

Introduction to the tutorials E-mail: [email protected] Room no. 622 (6th floor - Dept. of mechanics, biomechanics and mechatronics) Consultations: every Tuesday at 10:45 - 12:15 Tutorials to the FEM I. course: every even week at 16:00 - 17:30 in room no. 405b Lectures to the FEM I. course: every Friday from 10:45 in lecture ˇ room no. 366 (Mr. Spaniel)

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Introduction

FEM

FE model

Solution

Visualization

Abaqus

Introduction to the tutorials

Topics of the tutorials: 1

Introduction to practical applications of the FEM - basic terminology, introduction to ABAQUS software (2 – 3 lessons)

2

Minimum total potential energy principle (2 lessons)

3

Application of the basic principles of the FEM to simple problems on mechanical response of bars and trusses (2 lessons)

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Introduction

FEM

FE model

Solution

Visualization

Abaqus

Finite element method FEM is a numerical method for solving the partial differential equations (and their systems) on an arbitrary domain By using FEM we are able to solve: Mechanical response of solids - analysis of stress and strain fields of a single part or assembly Heat transfer - calculation of the temperature field Fluid flow - analysis of velocity and pressure fields Fluid-structure interaction ...

We restrict the FEM I. course to problems of the mechanical response of solids

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Introduction

FEM

FE model

Solution

Visualization

Abaqus

Simulation procedure by using a FEM-based software

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Introduction

FEM

FE model

Solution

Visualization

Abaqus

Preparation of an FE model

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Introduction

FEM

FE model

Solution

Visualization

Abaqus

Preparation of an FE model

F1 F2

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Introduction

FEM

FE model

Solution

Visualization

Abaqus

Preparation of an FE model

CAD model

F1 F2

discretization

Finite element method - tutorial no. 1 7 / 17

Introduction

FEM

FE model

Solution

Visualization

Abaqus

Preparation of an FE model

CAD model

F1 F2

discretization nodes

Finite element method - tutorial no. 1 7 / 17

Introduction

FEM

FE model

Solution

Visualization

Abaqus

Preparation of an FE model

CAD model

F1

elements

F2 discretization nodes

Finite element method - tutorial no. 1 7 / 17

Introduction

FEM

FE model

Solution

Visualization

Abaqus

Preparation of an FE model

F1

F1 elements F2

F2 discretization nodes boundary conditions

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Introduction

FEM

FE model

Solution

Visualization

Abaqus

Preparation of an FE model node – represents a material point of the body; equations of equilibrium of internal and external forces are assembled and solved in nodes

F1 elements F2

nodes boundary conditions

element – represents a volumetric subdomain of the body; topology of the elements is given by nodes; many types, regarding the topology, idealization of geometry (continuum el., shells, beams, truss) and physical nature of the problem, exist elements and nodes together form the finite element mesh boundary conditions – the kinematic and external load conditions Finite element method - tutorial no. 1 8 / 17

Introduction

FEM

FE model

Solution

Visualization

Abaqus

Preparation of an FE model To simulate the material response as real as possible, a proper material model is needed:

σ

ϕ

E = tg(ϕ) εy ν=− εx ε

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Introduction

FEM

FE model

Solution

Visualization

Abaqus

Preparation of an FE model

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Introduction

FEM

FE model

Solution

Visualization

Abaqus

Preparation of an FE model

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Introduction

FEM

FE model

Solution

Visualization

Abaqus

Solution

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Introduction

FEM

FE model

Solution

Visualization

Abaqus

Solution

Solver generates and solves the system of linear equations Ku = f based on the parameters of the model. K – the global stiffness matrix u – the global vector of nodal displacements f – the global vector of external equivalent nodal forces Displacements are solved primarily u = K −1 f and the other variables are derived from them.

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Introduction

FEM

FE model

Solution

Visualization

Abaqus

Solution

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Introduction

FEM

FE model

Solution

Visualization

Abaqus

Visualization of analysis results

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Introduction

FEM

FE model

Solution

Visualization

Abaqus

Visaulization of analysis results

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Introduction

FEM

FE model

Solution

Visualization

Abaqus

Installation of Abaqus

Installation files can be downloaded from the http://studium.fs.cvut.cz website (use the same login as to the other school systems), then switch to ”software/abaqus”directory At first, install the Abaqus documentation When installing the program, refer to elic.fsid.cvut.cz license server and port no. 1701 Windows 8+ is compatible only with Abaqus 6.13+ versions

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