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An Introduction to Energy Methods

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Is the potential for doing work relative to some datum. ... P.E. of Spring ... Let the displaced shape of the beam take the form of a Sine function SAY! ... – PowerPoint PPT presentation

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Title: An Introduction to Energy Methods


1
An Introduction to Energy Methods
  • David Begg

2
Some Definitions
  • Work Done?
  • Components of Work Done?

3
Potential Energy
  • Is the potential for doing work relative to some
    datum.
  • The potential energy of force F _at_ a relative to
    datum _at_ b

4
P.E. of Spring
When the spring has been stretched to b it has
a potential for doing work relative to the DATUM
_at_ a
5
P.E. of a Mass
  • FOR A STABLE EQUILIBRIUM CONDITION A MINIMUM
    TOTAL POTENTIAL ENERGY LEVEL IS REQUIRED.

6
P.E. of Structure and Load System
  • The potential Energy of a structure in a
    displaced position relative to a DATUM
  • The potential Energy of a Load System relative to
    a DATUM

7
Total Potential Energy
  • The Total Potential Energy (TPE) of a system
    relative to a DATUM

8
Rayleigh-Ritz Method
  • A method First proposed by Lord Rayleigh in 1877
  • Subsequently generalized by W Ritz in 1908
  • If the material is assumed to be Linear Elastic


9
Contd.
  • Note the Stress and the Strain are in the same
    direction

10
Application to Beam Bending
  • Examining the Strain Energy of Beams in a similar
    manner

11
Strain Energy
  • Now we have already found the Strain Energy of an
    element

12
Lets Integrate! Why not?
  • Summing over the whole beam

13
Example
  • Let the displaced shape of the beam take the form
    of a Sine function SAY!
  • This MUST satisfy the kinematic Boundary
    Conditions

14
General Expression for SE of Beam
15
Strain Energy
  • Now

16
Youll never believe this!
17
Strain Energy.
  • The Integral therefore is
  • Thus the Strain Energy of a Beam under Central
    Point Loading conditions is

18
Potential Energy
  • Now we know the Potential Energy of the Load in
    this case is
  • Therefore the Total Potential Energy is
  • And for Equilibrium

19
Displacements
  • This technique gives very good answers for
    displacements

20
Moments..
  • Values for derived actions may lead to acceptable
    values

21
  • A similar approach can be used for a beam with
    UDL..
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