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Kindly use the formulars for element stiffness matrix in chapter 6, equation 6.34 or 6.32. For element Mass matrix, apply either equation 6.26 in the attached text tittled ¨introduction to finite...

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Kindly use the formulars for element stiffness matrix in chapter 6, equation 6.34 or 6.32. For element Mass matrix, apply either equation 6.26 in the attached text tittled ¨introduction to finite element vibrtation analysis¨ or in the second attached article. Also include M in the code because the M variable is missing. Include mesh grid in the code amd make provision for the shape of deflection to be seen in the diagram. for the natural frequency, please use equation 2.23 and Element mass matrix equation 2.22 in the articled attached (Study on Free Vibration Analysis of Rectangular Plate Structures Using Finite Element Method Ramu Ia,*, S.C. Mohanty). Finally include the global stiffness matrix, global mass matrix and 10 natural frequencies.
Answered 3 days After Apr 20, 2023

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Shobhit answered on Apr 24 2023
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