Given that the eigenvalue for matrix [A] in equation (2) is A=-cos(Bn). i) Derive the characteristic equation of matrix [A] in equation (2). Show all your working when deriving the characteristic equation. Is it possible to solve for Bn analytically? If yes, solve it. If no, suggest another method to use to solve for Bn. ii)

Algebra & Trigonometry with Analytic Geometry
13th Edition
ISBN:9781133382119
Author:Swokowski
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Chapter11: Topics From Analytic Geometry
Section11.4: Plane Curves And Parametric Equations
Problem 43E
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1. Given that the eigenvalue for matrix [A] in equation (2) is A= -cos(ßn).
i)
Derive the characteristic equation of matrix [A] in equation (2). Show all your
working when deriving the characteristic equation.
Is it possible to solve for Bn analytically? If yes, solve it. If no, suggest another
method to use to solve for Bn.
ii)
Transcribed Image Text:1. Given that the eigenvalue for matrix [A] in equation (2) is A= -cos(ßn). i) Derive the characteristic equation of matrix [A] in equation (2). Show all your working when deriving the characteristic equation. Is it possible to solve for Bn analytically? If yes, solve it. If no, suggest another method to use to solve for Bn. ii)
The determination of the fundamental natural frequency for cantilever beams is crucial in many
engineering applications. Here, cantilever beam refers to beam that is fixed on one end and free
on the other end as shown in Figure 1 below.
Figure 1: Cantilever Beam.
Generally, a cantilever beam would have and an infinite number of natural frequencies
corresponding to its vibration modes. However, the fundamental natural frequency refers to the
natural frequency of the beam under its first vibration mode. For thin beams, the Euler-Bernoulli
beam theory can be used to determine this natural frequency.
The fundamental natural frequency of a cantilever beam is determined by the following equation:
Et2
| 12PL*
(1)
where wi is the fundamental natural frequency of the beam in Hz, E is the beam Young's
modulus, t is the thickness of the beam, p is the beam's density, L is the length of the beam and
ß1 is the fundamental eigenfrequency of the beam which can be determined as the smallest
absolute value from the characteristic equation of the following matrix in equation (2). In
equation (2), n correspond to the vibration mode number.
[A] = [
cosh(Bn)
sinh(Bn) + sin(Bn) ]
(2)
sinh(Bn) – sin(Bn)
cosh(Bn)
Transcribed Image Text:The determination of the fundamental natural frequency for cantilever beams is crucial in many engineering applications. Here, cantilever beam refers to beam that is fixed on one end and free on the other end as shown in Figure 1 below. Figure 1: Cantilever Beam. Generally, a cantilever beam would have and an infinite number of natural frequencies corresponding to its vibration modes. However, the fundamental natural frequency refers to the natural frequency of the beam under its first vibration mode. For thin beams, the Euler-Bernoulli beam theory can be used to determine this natural frequency. The fundamental natural frequency of a cantilever beam is determined by the following equation: Et2 | 12PL* (1) where wi is the fundamental natural frequency of the beam in Hz, E is the beam Young's modulus, t is the thickness of the beam, p is the beam's density, L is the length of the beam and ß1 is the fundamental eigenfrequency of the beam which can be determined as the smallest absolute value from the characteristic equation of the following matrix in equation (2). In equation (2), n correspond to the vibration mode number. [A] = [ cosh(Bn) sinh(Bn) + sin(Bn) ] (2) sinh(Bn) – sin(Bn) cosh(Bn)
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