chapter 9 d eflections using energy methods

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Chapter 9 Deflections using Energy Methods Reading Assignment: Chapters 9.1 - 9.5

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Chapter 9 D eflections using Energy Methods. Reading Assignment: Chapters 9.1 - 9.5. External Work. Used for more complicated loadings or for structures such as trusses and frames. Conservation of Energy Principle U e = U i. External Work – Force/Moment. - Linear Elastic Response. - PowerPoint PPT Presentation

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Page 1: Chapter 9  D eflections using Energy Methods

Chapter 9 Deflections using Energy Methods

Reading Assignment:Chapters 9.1 - 9.5

Page 2: Chapter 9  D eflections using Energy Methods

External Work

•Used for more complicated loadings or for structures such as trusses and frames.

•Conservation of Energy Principle

Ue = Ui

Page 3: Chapter 9  D eflections using Energy Methods

External Work – Force/Moment

2

2

2

00

0

PU

xPxdxPFdxU

xPF

FdxU

e

XX

e

X

e

- Linear Elastic Response

MU

MdU

e

e

210

Page 4: Chapter 9  D eflections using Energy Methods

Strain Energy – Axial Force• Hooke’s Law

σ = EЄ• Normal Stress

σ = N/A A=Constant Cross-Sectional Area

Final Strain Є=Δ/L

L=Length Δ = NL/AE Ui = N2L/2AE

Page 5: Chapter 9  D eflections using Energy Methods

Strain Energy – Bending

• Strain Energy dUi =M2dx/2EI

• Strain Energy over Beam Length

L

e EIdxMU

0

2

2

Page 6: Chapter 9  D eflections using Energy Methods

Example #1

Truss Example

Real Work Method

Page 7: Chapter 9  D eflections using Energy Methods

Principle of Work and Energy

L

i EILP

EIdxPx

EIdxMU

0

3222

61

22

2

PUe

EIPL

EILPPUU ie 362

332

•Application of this method is limited•Only one load may be applied to the structure•Only the displacement under the force can be obtained.

Page 8: Chapter 9  D eflections using Energy Methods

Principle of Virtual Work• Also known as the “unit load method”

• Used to determine displacement and slope at a specific location on a structure.

• See Figure 9-6 in textbook.

Page 9: Chapter 9  D eflections using Energy Methods

Principle of Virtual Work• External Virtual Work

P’Δ • Internal Virtual Work

Σu*dL• ΣPΔ = Σuδ

P’ * Δ = Σu*dL• Moment

P’*θ = Σuθ *dL

Page 10: Chapter 9  D eflections using Energy Methods

Method of Virtual Work: Trusses• External Loading

• Temperature

• Fabrication Error and Camber

AEnNLP'

TLnP '

LnP'

Page 11: Chapter 9  D eflections using Energy Methods

Method of Virtual Work Procedure1) Place unit load on the truss at the joint where the desired

displacement is to be determined and remove all real loads.NOTE: Load should be in the same direction of

displacement.2) Calculate the internal forces in each truss member. (+ =

tension, - = compression)3) Remove unit load and apply real loads to truss.4) Calculate the internal forces in each truss member. (+ =

tension, - = compression)

Page 12: Chapter 9  D eflections using Energy Methods

Method of Virtual Work Important Notes1) You must retain the algebraic sign for each of the n and N values

when placing them into the virtual work equation.2) If the virtual work equation is positive, the displacement is in the

same direction as the unit load. If it is negative it is in the opposite direction.

3) For Temperature Equation:1) ΔT = Positive with temperature increase, Negative with temperature

decrease.4) For Fabrication Equation:

1) ΔL = Positive with increase in length, Negative with decrease in length.5) MAKE SURE YOU PAY ATTENTION TO YOUR UNITS.

Page 13: Chapter 9  D eflections using Energy Methods

Example #2

Truss Example

Virtual Work Method

Page 14: Chapter 9  D eflections using Energy Methods

Example #3

Truss Example

Virtual Work Method