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7/29/2019 Numerical and Continuum Analysis2_Continuous
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Continuous Systems
Topics: Introduction to Continuous Systems
Example of a Penstock
Systems Governed by Wave Equation Stretched String Axial Vibrations of a Bar
Torsional Vibration of a Circular Rod
Solution of Wave Equation-Free Vibrations Solution of Wave Equation-Forced Vibrations
Free Vibrations of a Beam
Vibration of Membranes
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Introduction Continuous Systems
Any Mechanical System is Continuous in Mass and Stiffness Properties
Some Systems eg Turbine Blade Better as Distributed then Lumped
Partial Differential Equations
Solutions are Simpler and Accurate compared to MDOF System
Strings, Bars, Rods & Beams
7/29/2019 Numerical and Continuum Analysis2_Continuous
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Example of a Pen Stock
7/29/2019 Numerical and Continuum Analysis2_Continuous
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Continuous Systems
Topics: Introduction to Continuous Systems
Example of a Penstock
Systems Governed by Wave Equation Stretched String Axial Vibrations of a Bar
Torsional Vibration of a Circular Rod
Solution of Wave Equation-Free Vibrations Solution of Wave Equation-Forced Vibrations
Free Vibrations of a Beam
Vibration of Membranes
7/29/2019 Numerical and Continuum Analysis2_Continuous
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Systems Governed by Wave EquationStretched String
Potential Function
Lagrangian Function
Hamiltons Principle
U - Strain EnergyT Kinetic Energy
W External Work Done
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Systems Governed by Wave EquationStretched String
2
, ,tt xxw a w=
2 pa
m=
Governing Equation
a is the Wave PropagationVelocity
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Systems Governed by Wave EquationAxial Vibrations of a Bar
Energy Components
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Systems Governed by Wave Equation
Governing Equation
2 Ea
=
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Systems Governed by Wave EquationTorsional Vibration of a Circular Rod
Strain Energy
Ip is Second Polar
Moment of Area of C/S
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Systems Governed by Wave EquationTorsional Vibration of a Circular Rod
Kinetic Energy External WorkDone by Moment
2 Ga
=
Governing Equation
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Continuous Systems
Topics: Introduction to Continuous Systems
Example of a Penstock
Systems Governed by Wave Equation Stretched String Axial Vibrations of a Bar
Torsional Vibration of a Circular Rod
Solution of Wave Equation-Free Vibrations Solution of Wave Equation-Forced Vibrations
Free Vibrations of a Beam
Vibration of Membranes
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Solution of Wave Equation-Free VibrationsGoverning Equation
Assumed Solution
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Solution of Wave Equation-Free Vibrations
For String Fixed at x = 0 & x = L
Natural Frequencies
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Solution of Wave Equation-Free Vibrations
Wave Shape
General Solution Variable Separable Form
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Solution of Wave Equation-Free Vibrations
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Solution of Wave Equation-Free Vibrations
ith Mode
jth Mode
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Solution of Wave Equation-Free Vibrations
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Solution of Wave Equation-Free Vibrations
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Continuous Systems
Topics:
Introduction to Continuous Systems
Example of a Penstock
Systems Governed by Wave Equation Stretched String Axial Vibrations of a Bar
Torsional Vibration of a Circular Rod
Solution of Wave Equation-Free Vibrations Solution of Wave Equation-Forced Vibrations
Free Vibrations of a Beam
Vibration of Membranes
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Solution of Wave Equation-Forced VibrationsNon homogeneous Differential Equation
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Continuous Systems
Topics:
Introduction to Continuous Systems
Example of a Penstock
Systems Governed by Wave Equation Stretched String
Axial Vibrations of a Bar
Torsional Vibration of a Circular Rod
Solution of Wave Equation-Free Vibrations Solution of Wave Equation-Forced Vibrations
Free Vibrations of a Beam
Vibration of Membranes
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Free Vibrations of Beam
Governing Differential Equation
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Free Vibrations of Beam
General Solution
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Continuous Systems
Topics:
Introduction to Continuous Systems
Example of a Penstock
Systems Governed by Wave Equation Stretched String
Axial Vibrations of a Bar
Torsional Vibration of a Circular Rod
Solution of Wave Equation-Free Vibrations Solution of Wave Equation-Forced Vibrations
Free Vibrations of a Beam
Vibration of Membranes
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Vibration of Membranes
A Membrane is a Plate Subjected to Tension and has Negligible Bending Resistance
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Vibration of Membranes
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Assignment
Show that the governing equation of motion of a shear beam is alsoWave equation
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Consider a bar with one end fixed and with a concentrated mass M atThe Free end. Determine the frequency for axial vibrations of thesystem and establish the Orthogonality conditionsFind the Influence of the end mass on the natural frequencies and
plot the result using nondimensional parameters
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3
4
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Assignment
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Assignment
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Assignment
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