PVD and Assumed Mode

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7/23/2019 PVD and Assumed Mode http://slidepdf.com/reader/full/pvd-and-assumed-mode 1/2 Application of the Principal of Virtual Displacements to Lumped-Parameter Models A virtual displacement is an arbitrary, infinitesimal, imaginary change of configuration of a system, consistent with all displacement constraints on the system. Virtual displacements are not a function of time. The virtual work is the work of the forces acting on a system as the system undergoes a virtual displacement. δW = i=1  N Q i δq i The generalized force, Q i  is the quantity that multiplies the virtual displacement,  δq i , in forming the virtual work term δW i The Principle of Virtual isplacements !PV" #or any arbitrary virtual displacements of a system, the combined virtual work of real forces and inertia forces must vanish. δW ¿ =δW real forces + δW inertial forces =0  $mportant% raw two diagrams when solving problem using PV &inematics of displacement #ree body diagram.

Transcript of PVD and Assumed Mode

Page 1: PVD and Assumed Mode

7/23/2019 PVD and Assumed Mode

http://slidepdf.com/reader/full/pvd-and-assumed-mode 1/2

Application of the Principal of Virtual Displacements to Lumped-Parameter Models

• A virtual displacement is an arbitrary, infinitesimal, imaginary change of configuration

of a system, consistent with all displacement constraints on the system.

• Virtual displacements are not a function of time.

• The virtual work is the work of the forces acting on a system as the system undergoes

a virtual displacement.

δW =∑i=1

 N 

Qi δqi

The generalized force,

Qi

 is the quantity that multiplies the virtual displacement,  δqi

, in

forming the virtual work termδW i

• The Principle of Virtual isplacements !PV"

#or any arbitrary virtual displacements of a system, the combined virtual work of real forces

and inertia forces must vanish.

δW ¿=δW  real

forces

+δW inertial

forces

=0

•  $mportant%

• raw two diagrams when solving problem using PV

• &inematics of displacement

• #ree body diagram.

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Application of the Principle of Virtual Displacements to Continuous Models: Assumed-

Modes Method

• An admissible function is a function that satisfies the geometric boundary conditions

of the system under consideration and possesses derivatives of order at least equal to

that appearing in the strain energy e'pression.

• An assumed mode¿Ψ ¿ '" is an admissible function that is selected by the user for 

the purpose of appro'imating the deformation of a continuous system.

 v ( x , t )=Ψ  ( x )qv (t )

• Any admissible function may be employed as t he shape function but a shape that can

 be e'pected to be similar to the shape of deformation should be chosen.

δW  realforces

=δW cons+δW nc=0

 

δW cons−δV [change∈ potential energy ]

 (y P.V.δW real+δW inertial ) *

δW ¿

=δW nc−δV +δW inertialforces =0

• The strain energy in a bar undergoing a'ial deformation or bending is

V axial=1

2∫0

 L

 AE(u' )2 dx

V ending=1

2∫0

 L

 E! (v' ' )2 dx