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1 © UGS Corp. 2005. All rights reserved. FEA and Femap Overview [email protected]

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Page 1: FEA and Femap Overview - Fermilab · 1 © UGS Corp. 2005. All rights reserved. FEA and Femap Overview al.robertson@ugs.com

1© UGS Corp. 2005. All rights reserved.

FEA and Femap Overview

[email protected]

Page 2: FEA and Femap Overview - Fermilab · 1 © UGS Corp. 2005. All rights reserved. FEA and Femap Overview al.robertson@ugs.com

2© UGS Corp. 2005. All rights reserved.© UGS Corp. 2005. All rights reserved.

What is FEA?

Finite Element Analysis is the modeling of engineering structures as finite, smaller pieces where the mechanical and thermal properties of each piece is thoroughly understood.

By combining these finite pieces together, a complete model can be constructed the describes the mechanical and thermal performance of the entire system.

Problem: Determine the Torsional Deflection of this part. Almost impossible with hand calculations (we could approximate)

Building Block – 10-Noded Tetrahedral Element

Example – Solid CAD Geometry

Page 3: FEA and Femap Overview - Fermilab · 1 © UGS Corp. 2005. All rights reserved. FEA and Femap Overview al.robertson@ugs.com

3© UGS Corp. 2005. All rights reserved.© UGS Corp. 2005. All rights reserved.

Meshing

The problem is creating lots

of these that represent the part.

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4© UGS Corp. 2005. All rights reserved.© UGS Corp. 2005. All rights reserved.

Femap

Femap Express

Single Part

Linear Static Analysis

Modal Analysis

Constant Loads and Boundary Conditions

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5© UGS Corp. 2005. All rights reserved.© UGS Corp. 2005. All rights reserved.

Femap

Femap with NX Nastran

Assemblies

Idealization

Solids to Shells

Solids to Beams

Lumped Masses

Other Connections

Nonlinear Materials, Non-Isotropic Materials, Time Varying Loads, Displacements, Contact

Advanced Dynamic Analysis

Thermal Analysis

Page 6: FEA and Femap Overview - Fermilab · 1 © UGS Corp. 2005. All rights reserved. FEA and Femap Overview al.robertson@ugs.com

6© UGS Corp. 2005. All rights reserved.© UGS Corp. 2005. All rights reserved.

Analysis Types Explained

Linear Static Analysis

Loads are constant

Constraints are constant

Material response to stress is linear

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7© UGS Corp. 2005. All rights reserved.© UGS Corp. 2005. All rights reserved.

Modal Analysis

Recovers the Natural Frequencies a structure

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8© UGS Corp. 2005. All rights reserved.© UGS Corp. 2005. All rights reserved.

Nonlinear Analysis

Geometric Nonlinearity

Material Nonlinearity

Time-varying Loads

Large Displacements

Contact

Page 9: FEA and Femap Overview - Fermilab · 1 © UGS Corp. 2005. All rights reserved. FEA and Femap Overview al.robertson@ugs.com

9© UGS Corp. 2005. All rights reserved.© UGS Corp. 2005. All rights reserved.

More Contact

Page 10: FEA and Femap Overview - Fermilab · 1 © UGS Corp. 2005. All rights reserved. FEA and Femap Overview al.robertson@ugs.com

10© UGS Corp. 2005. All rights reserved.© UGS Corp. 2005. All rights reserved.

Advanced Dynamic Analysis

Frequency Response

How your structure reacts at individual frequencies

Transient Response

How your structures reacts to a time varying load

Random Response

How your structure reacts to lots of frequencies at the same time

Response Spectrum Analysis

Earthquakes, shaking, where accelerations are known

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11© UGS Corp. 2005. All rights reserved.© UGS Corp. 2005. All rights reserved.

Heat Transfer

Steady State and Transient Heat Transfer

Temperature

Applied Here

Convection

Everywhere Else

Resulting Temperature Distribution

Page 12: FEA and Femap Overview - Fermilab · 1 © UGS Corp. 2005. All rights reserved. FEA and Femap Overview al.robertson@ugs.com

12© UGS Corp. 2005. All rights reserved.© UGS Corp. 2005. All rights reserved.

Limitations of Tetrahedrons

You can quickly have too many of them, can’t model things like:

Page 13: FEA and Femap Overview - Fermilab · 1 © UGS Corp. 2005. All rights reserved. FEA and Femap Overview al.robertson@ugs.com

13© UGS Corp. 2005. All rights reserved.© UGS Corp. 2005. All rights reserved.

Limiations of Tetrahedrons

Or this

Page 14: FEA and Femap Overview - Fermilab · 1 © UGS Corp. 2005. All rights reserved. FEA and Femap Overview al.robertson@ugs.com

14© UGS Corp. 2005. All rights reserved.© UGS Corp. 2005. All rights reserved.

Limitations of Tetrahedrons

Or this

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15© UGS Corp. 2005. All rights reserved.© UGS Corp. 2005. All rights reserved.

FEA Building Blocks

Numerous Element Types

This makes it possible to accurately model the real-world performance of your engineered structure

Page 16: FEA and Femap Overview - Fermilab · 1 © UGS Corp. 2005. All rights reserved. FEA and Femap Overview al.robertson@ugs.com

16© UGS Corp. 2005. All rights reserved.© UGS Corp. 2005. All rights reserved.

Building Blocks

Line Elements – Node to Node Rod

Uni-axial, tension, compression and torsion. Does not transmit bending or shear loads. Used to model pin-ended truss structures.

Tube

Variation of the Rod element above, simply hollow.

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17© UGS Corp. 2005. All rights reserved.© UGS Corp. 2005. All rights reserved.

Building Blocks

Line Elements – Node to Node Bars/Beams

Just like you are thinking, a regular beam that carries axial, torsional, bending and shear loads. Very flexible, offsets, tapers, etc.

Springs

Node to Node axial or torsional spring. Can also represent an axial or torsional damper.

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18© UGS Corp. 2005. All rights reserved.© UGS Corp. 2005. All rights reserved.

Building Blocks

2-D Shell Elements Shell Elements

Used to represent “thin” structures, with 3-4 noded linear elements or 6-8 noded higher order elements. Typically used to model sheet-metal like structures or non-sheetmetal structures where the thickness of the material is less than 1/10th of the length/width. Specific options for Membrane-Only, Shear-Only, Composite Laminate, etc.

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19© UGS Corp. 2005. All rights reserved.© UGS Corp. 2005. All rights reserved.

Building Blocks

3-D Solid Elements Solid Elements

Used to fill and model solid volumes. Tetrahedrons can be generated fully automatically on solids.

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20© UGS Corp. 2005. All rights reserved.© UGS Corp. 2005. All rights reserved.

Building Blocks

Special Elements Mass Elements

Connected to a single node, Mass Elements make it possibly to represent the mass and inertia of entities in your assembly where the internal details of the entity is not required.

Rigid Elements

Represents a rigid connection between a master node and one or more other nodes.

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21© UGS Corp. 2005. All rights reserved.© UGS Corp. 2005. All rights reserved.

Put it All Together

And you can model things like this!

Page 22: FEA and Femap Overview - Fermilab · 1 © UGS Corp. 2005. All rights reserved. FEA and Femap Overview al.robertson@ugs.com

22© UGS Corp. 2005. All rights reserved.© UGS Corp. 2005. All rights reserved.

Quick Example

Welded support bracket, bolted to a rigid fixture, supporting a 25# industrial component, that induces a +/- 50# sinusoidal load into the structure at 200 RPM (3.33 cycles/second).

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23© UGS Corp. 2005. All rights reserved.© UGS Corp. 2005. All rights reserved.

Full Solid Meshing

235810 Nodes, 117331 Elements

20 Minutes to solve simple linear static solution

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24© UGS Corp. 2005. All rights reserved.© UGS Corp. 2005. All rights reserved.

Idealized Model

Thin areas converted to shell meshBeam-like areas converted to beams4171 Nodes, 4085 ElementsLinear Static Model solves in seconds

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25© UGS Corp. 2005. All rights reserved.© UGS Corp. 2005. All rights reserved.

Normal Modes/Natural Frequency

The structural analysis of this part is not a static issue, we have a dynamic load.

We need to make sure that we are not exciting this part at or near any of its natural frequencies.

The first natural frequency is 3.63 Hz, very close to the frequency we will be running at, we need to run a Frequency Response Analysis.

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26© UGS Corp. 2005. All rights reserved.© UGS Corp. 2005. All rights reserved.

Frequency Response Analysis

You can see from the response, although the applied load is purely vertical, the first natural frequency is affecting the response of our structure.

The stress levels are also affected, a static analysis displays a maximum stress around 2300 psi, where during the dynamic response, stresses peak at almost 8700 psi.

Page 27: FEA and Femap Overview - Fermilab · 1 © UGS Corp. 2005. All rights reserved. FEA and Femap Overview al.robertson@ugs.com

27© UGS Corp. 2005. All rights reserved.© UGS Corp. 2005. All rights reserved.

Driving the Design with Femap

What can we do about this?

Optimize the design in Femap.

LIVE DEMO!

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28© UGS Corp. 2005. All rights reserved.© UGS Corp. 2005. All rights reserved.

Femap v9.1 Integration with Solid Edge v18

Launch from Solid Edge, automatically transfer Part or Assembly

Option to import Design Solid, Simplified Solid, and Mid-Surface

Material Information in Solid Edge transferred to Femap

Version checking, Femap will prompt user when Solid Edge data has changed, the user can then import the updated geometric information

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29© UGS Corp. 2005. All rights reserved.© UGS Corp. 2005. All rights reserved.

Summary

Femap is a dedicated tool for the engineering analyst

Femap’s core development team has remained constant for 20 years

Features and tools provided in Femap have been driven by over 10,000 customers world-wide over these 20 years.

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30© UGS Corp. 2005. All rights reserved.© UGS Corp. 2005. All rights reserved.

Summary

Femap provides a comprehensive set of tools that make it possible to

Create effective models that represent the real-world structural, dynamic, and thermal performance of engineering systems and structures.

Quickly model and analyze complex analyses so that FEA can influence and drive the design process and speed product development.

Page 31: FEA and Femap Overview - Fermilab · 1 © UGS Corp. 2005. All rights reserved. FEA and Femap Overview al.robertson@ugs.com

31© UGS Corp. 2005. All rights reserved.© UGS Corp. 2005. All rights reserved.

Thank You!