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picture1_Hsu Chapter 8 Second Order Des 04 25 19


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File: Hsu Chapter 8 Second Order Des 04 25 19
applied engineering analysis slides for class teaching chapter 8 application of second order differential equations in mechanical engineering analysis based on the book of applied engineering analysis by tai ran ...

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                                      Applied Engineering Analysis
                                        - slides for class teaching*
                                                  Chapter 8
                 Application of Second-order Differential Equations 
                              in Mechanical Engineering Analysis
                     * Based on the book of  “Applied Engineering  
                        Analysis”, by Tai-Ran Hsu, published by
                        John Wiley & Sons, 2018 (ISBN 9781119071204) 
           (Chapter 8 second order DEs)
           © Tai-Ran Hsu                                                                          1
                   Chapter Learning Objectives
       ●Refresh the solution methods for typical second-order homogeneous and non-
        homogeneous differential equations learned in previous math courses,
       ●Learn to derive homogeneous second-order differential equations for free 
        vibration analysis of simple mass-spring system with and without damping 
        effects,
       ●Learn to derive nonhomogeneous second-order differential equations for 
        forced vibration analysis of simple mass-spring systems,
       ●Learn to use the solution of second-order nonhomogeneous differential 
        equations to illustrate the resonant vibration of simple mass-spring systems 
        and estimate the time for the rupture of the system under in resonant vibration,
       ●Learn to use the second order nonhomogeneous differential equation to predict 
        the amplitudes of the vibrating mass in the situation of near-resonant vibration 
        and the physical consequences to the mass-spring systems, and
       ●Learn the concept of modal analysis of machines and structures and the 
        consequence of structural failure under the resonant and near-resonant 
        vibration modes.                           2
             Review Solution Method of Second 
               Order, Homogeneous Ordinary 
                    Differential Equations
                 We will review the techniques available for solving 
                 typical second order differential equations at the 
                 beginning of this chapter. 
                 The solution methods presented in the subsequent 
                 sections are generic and effective for engineering  
                 analysis.
                                                       3
             8.2 Typical form of second-order homogeneous differential equations (p.243)
                                       d2u(x)       du(x)
                                         dx2    a dx bu(x)  0                             (8.1)
               where a and b are constants
              The solution of Equation (8.1) u(x) may be obtained by ASSUMING:
                                             u(x) = emx                                      (8.2)
               in which m is a constant to be determined by the following procedure:
               If the assumed solution u(x) in Equation (8.2) is a valid solution, it must SATISFY 
               Equation (8.1). That is:   d2emx       demx
                                                                    mx                       (a)
                                                                  
                                            dx2     a   dx    b e      0
                              2  mx                       d emx
               Because:                                     
                            d e       m2emx     and             memx
                              dx2                           dx
               Substitution of the above expressions into Equation (a) will lead to:
                                             2  mx        mx     mx
                                           m e a me          be        0
              Because emx in the expression cannot be zero (why?), we thus have:
                                              m2  +  am  +  b   =  0                         (8.3)
            Equation (8.3) is a quadratic equation with unknown “m”, and its 2 solutions for m are from:
                                                                                                          4
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...Applied engineering analysis slides for class teaching chapter application of second order differential equations in mechanical based on the book by tai ran hsu published john wiley sons isbn des learning objectives refresh solution methods typical homogeneous and non learned previous math courses learn to derive free vibration simple mass spring system with without damping effects nonhomogeneous forced systems use illustrate resonant estimate time rupture under equation predict amplitudes vibrating situation near physical consequences concept modal machines structures consequence structural failure modes review method ordinary we will techniques available solving at beginning this presented subsequent sections are generic effective form p du x dx a bu where b constants u may be obtained assuming emx which m is constant determined following procedure if assumed valid it must satisfy that demx mx e d because memx substitution above expressions into lead me expression cannot zero why thu...

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