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One Mechanical Design Teacher’s FEA Challenge Paul Corder Mechanical Engineering Department Lamar University Beaumont, Texas Virtual Product Development Conference, Phoenix, AZ, April 21-22, 2009

One Mechanical Design Teacher’s FEA Challenge · One Mechanical Design Teacher’s FEA Challenge Paul Corder Mechanical Engineering Department. Lamar University. Beaumont, Texas

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One Mechanical Design Teacher’s FEA Challenge

Paul CorderMechanical Engineering Department

Lamar UniversityBeaumont, Texas

Virtual Product Development Conference, Phoenix, AZ, April 21-22, 2009

Abstract

Engineers are problem solvers.

The teacher’s challenge is to properly introduce “tools” and their use.

Abstract

Engineers are problem solvers.

The teacher’s challenge is to properly introduce “tools” and their use.

This paper uses two Analytical (equations) and two Numerical (FEA) approaches to illustrate this challenge.

Abstract

Engineers are problem solvers.

The teacher’s challenge is to properly introduce “tools” and their use.

This paper uses two Analytical and two Numerical (FEA) approaches to illustrate this challenge.

FEA is a useful engineering design tool, but it can be dangerous if not interpreted.

Too many people do not interpret, or validate, the results of computer simulations.

Introduction

The challenge to teaching the use of computer simulation, such as FEA, is to establish the habit of validating estimates of performance made by that model.

Introduction

The challenge to teaching the use of computer simulation, such as FEA, is to establish the habit of validating estimates of performance made by that model.

The stress responses of two structural components, or objects, under load are estimated using two Analytical approaches and two Numerical, or finite element analysis, programs to analyze each object.

The Design Process

Recognition of a Societal Need

The Design Process

Recognition of a Societal Need

Definition of the Problem

The Design Process

Recognition of a Societal Need

Definition of the Problem

Synthesis of Possible Solutions

The Design Process

Recognition of a Societal Need

Definition of the Problem

Synthesis of Possible Solutions

Analysis of the Best One

The Design Process

Recognition of a Societal Need

Definition of the Problem

Synthesis of Possible Solutions

Analysis of the Best One

Evaluation w.r.t. the Problem

The Design Process

Recognition of a Societal Need

Definition of the Problem

Synthesis of Possible Solutions

Analysis of the Best One

Evaluation w.r.t. the Problem

Presentation

The Problem

Too many students are all too willing to accept the output of a computer simulation without seriously questioning the validity of the results.

The Challenge

Structural response can be estimated using

the EXPERIMENTAL approach,

the ANALYTICAL approach, and/or

the NUMERICAL approach.

The Challenge

Structural response can be estimated using the Experimental approach, the Analytical approach, and the Numerical approach.

This paper uses the latter two to illustrate the challenge in teaching the use of finite element modeling in mechanical design.

Cantilevered Beam

Mechanica FEA Model

Nastran FEA Model (Default Mesh)

Table 1: Results For Default Mesh

Table 1

Strength

Of

Materials

Theory

Of

Elasticity

Nastran

(Center)

Nastran

(Corner)

Mechanica

(Center)

Mechanica

(Corner)

xx(Top)

17,990 17,990 5,802 9,089 19,659 20,680

xx(Bottom)

-17,990 -17,990 -4,642 -4,921 -16,750 -19,630

Stresses in psi. 1” Mesh Size

Table 2: Averaged Stresses

Table 2Strength

Of

Materials

Theory

Of

Elasticity

Nastran

(Center and

Corner

Averaged)

Mechanica

(Center and

Corner

Averaged)

xx(Top)

17,990 17,990 7,446 20,170

xx(Bottom)

-17,990 -17,990 -4,782 -18,190

Stresses in psi. 1” Mesh Size

Nastran FEA Model (Default Mesh)

Nastran Finer Mesh

Nastran Model Using Finer Mesh

Table 3: Results Using Finer Mesh

Stresses in psi. 0.125” Mesh Size

Table 3Strength

Of

Materials

Theory

Of

Elasticity

Nastran

(Center and

Corner

Averaged)

Mechanica

(Center and

Corner

Averaged)

xxTop

17,990 17,990 25,191 20,170

xxBottom

-17,990 -17,990 -19,896 -18,190

Triangular Bracket

Bracket, Mechanica Model

Bracket, Nastran Default Model

Table 4: Bracket Results

Table 4Strength

Of

Materials

Theory

Of

Elasticity

Nastran

(Default Mesh)Mechanica

xx(Top)

250 305 605 743

xx(Bottom)

-250 -194 -85 -43

Observations

Must interpret results for reasonableness.

Observations

Must interpret results for reasonableness.

Computers are fast, but the results can be misleading.

Observations

Must interpret results for reasonableness.

Computers are fast, but the results can be misleading.

Proper use of the tools is challenging.

Observations

Must interpret results for reasonableness.

Computers are fast, but the results can be misleading.

Proper use of the tools is challenging.

Use Strength of Materials estimates as backup estimates of response.

Observations

Must interpret results for reasonableness.

Computers are fast, but the results can be misleading.

Proper use of the tools is challenging.

Use Strength of Materials estimates as backup estimates of response.

Calculations predict, not specify.

Observations

Must interpret results for reasonableness.

Computers are fast, but the results can be misleading.

Proper use of the tools is challenging.

Use Strength of Materials estimates as backup estimates of response.

Calculations predict, not specify.

Stress is a function of geometry, not of the material used.

Conclusions

Always interpret the results of FEA models.

Conclusions

Always interpret the results of FEA models.

Computers may only give you a bad answer quicker.

Conclusions

Always interpret the results of FEA models.

Computers may only give you a bad answer quicker.

The finite element modeling tool should be used with extreme caution.

Conclusions

Always interpret the results of FEA models.

Computers may only give you a bad answer quicker.

The finite element modeling tool should be used with extreme caution.

Always have an estimate of the response using an alternative approach.

Thank You

Paul Corder, Ph.D., P.E.Professor, Mechanical Engineering

Lamar UniversityP.O. Box 10028

Beaumont, Texas 77710 U.S.A.

409.880.8769 [email protected]

Virtual Product Development Conference, Phoenix, AZ, April 21-22, 2009