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

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    Example of a Pen Stock

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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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    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

    1

    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

    2

    3

    4

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    Assignment

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    Assignment

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    Assignment

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