bending dynamics of beams

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Presentation and notes for the chapter from structural analysis book by Dr. Bachau

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Massimo Ruzzene School of Aerospace Engineering massimo.ruzzene@ae.gatech.edu Ph: (404) 894 3078

AE 6230 Structural Dynamics

BENDING DYNAMICS

of UNIFORM BEAMS

Massimo Ruzzene School of Aerospace Engineering massimo.ruzzene@ae.gatech.edu Ph: (404) 894 3078

AE 6230 Structural Dynamics

Configuration and FBD

y

x

Free Body Diagram of element dx:

Massimo Ruzzene School of Aerospace Engineering massimo.ruzzene@ae.gatech.edu Ph: (404) 894 3078

AE 6230 Structural Dynamics

Assumptions

•  Small displacements v(x,t); •  Bending is uncoupled from torsion; •  Beam is initially straight and untwisted; •  Neglect deformation due to shear; •  Neglect rotary inertias of cross section; •  Beam is uniform.

Massimo Ruzzene School of Aerospace Engineering massimo.ruzzene@ae.gatech.edu Ph: (404) 894 3078

AE 6230 Structural Dynamics

Equation of motion

•  where: –  Bending stiffness; –  linear mass;

•  Governing equation is 4th order PDE in space and 2nd order in time.

•  The solution requires 4 boundary conditions and 2 initial conditions

Massimo Ruzzene School of Aerospace Engineering massimo.ruzzene@ae.gatech.edu Ph: (404) 894 3078

AE 6230 Structural Dynamics

•  Separation of variables

Free vibrations

where

a is a parameter defined by the application of the boundary conditions

Massimo Ruzzene School of Aerospace Engineering massimo.ruzzene@ae.gatech.edu Ph: (404) 894 3078

AE 6230 Structural Dynamics

Free vibrations and: or

Massimo Ruzzene School of Aerospace Engineering massimo.ruzzene@ae.gatech.edu Ph: (404) 894 3078

AE 6230 Structural Dynamics

Boundary conditions •  Pinned (hinged) end at x=0:

Massimo Ruzzene School of Aerospace Engineering massimo.ruzzene@ae.gatech.edu Ph: (404) 894 3078

AE 6230 Structural Dynamics

Boundary conditions

•  Clamped end at x=0:

Massimo Ruzzene School of Aerospace Engineering massimo.ruzzene@ae.gatech.edu Ph: (404) 894 3078

AE 6230 Structural Dynamics

•  Free end at x=0:

Boundary conditions

Massimo Ruzzene School of Aerospace Engineering massimo.ruzzene@ae.gatech.edu Ph: (404) 894 3078

AE 6230 Structural Dynamics

Boundary conditions •  Translational elastic constraints at x=0 and x=l:

x=0: x=l:

Massimo Ruzzene School of Aerospace Engineering massimo.ruzzene@ae.gatech.edu Ph: (404) 894 3078

AE 6230 Structural Dynamics

Boundary conditions •  Rotational elastic constraints at x=0 and x=l:

x=0: x=l:

Massimo Ruzzene School of Aerospace Engineering massimo.ruzzene@ae.gatech.edu Ph: (404) 894 3078

AE 6230 Structural Dynamics

Boundary conditions •  Translational inertial constraints at x=0 and x=l:

x=0: x=l:

Massimo Ruzzene School of Aerospace Engineering massimo.ruzzene@ae.gatech.edu Ph: (404) 894 3078

AE 6230 Structural Dynamics

Boundary conditions •  Rotational inertial constraints at x=0 and x=l:

x=0: x=l:

Massimo Ruzzene School of Aerospace Engineering massimo.ruzzene@ae.gatech.edu Ph: (404) 894 3078

AE 6230 Structural Dynamics

Examples of results of calculations of natural frequencies and mode

shapes

Massimo Ruzzene School of Aerospace Engineering massimo.ruzzene@ae.gatech.edu Ph: (404) 894 3078

AE 6230 Structural Dynamics

Simply supported beam

Characteristic equation:

Natural frequencies:

Massimo Ruzzene School of Aerospace Engineering massimo.ruzzene@ae.gatech.edu Ph: (404) 894 3078

AE 6230 Structural Dynamics

Simply supported beam

Mode shapes:

i=1 i=2

i=3 i=4

Node

Massimo Ruzzene School of Aerospace Engineering massimo.ruzzene@ae.gatech.edu Ph: (404) 894 3078

AE 6230 Structural Dynamics

Clamped-free beam

Characteristic equation:

Natural frequencies:

Massimo Ruzzene School of Aerospace Engineering massimo.ruzzene@ae.gatech.edu Ph: (404) 894 3078

AE 6230 Structural Dynamics

Clamped-free beam

Mode shapes:

Massimo Ruzzene School of Aerospace Engineering massimo.ruzzene@ae.gatech.edu Ph: (404) 894 3078

AE 6230 Structural Dynamics

Clamped-free beam Mode shapes:

Massimo Ruzzene School of Aerospace Engineering massimo.ruzzene@ae.gatech.edu Ph: (404) 894 3078

AE 6230 Structural Dynamics

Free-free beam

Characteristic equation:

Natural frequencies:

Massimo Ruzzene School of Aerospace Engineering massimo.ruzzene@ae.gatech.edu Ph: (404) 894 3078

AE 6230 Structural Dynamics

Free-free beam

Mode shapes:

Massimo Ruzzene School of Aerospace Engineering massimo.ruzzene@ae.gatech.edu Ph: (404) 894 3078

AE 6230 Structural Dynamics

Free-free beam Mode shapes (rigid body modes):

Massimo Ruzzene School of Aerospace Engineering massimo.ruzzene@ae.gatech.edu Ph: (404) 894 3078

AE 6230 Structural Dynamics

Free-free beam Mode shapes:

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