5.5. Frequency Response Analysis

Frequency Response Analysis is a measure of magnitude and phase of the output as a function of frequency, in comparison to the input. In simplest terms, if a sine wave is applied into a system at a given frequency, a linear system responds at the same frequency with a certain magnitude and a certain phase angle relative to the input.

../_images/image057.png

Figure 5.28 Frequency Response Analysis

Where, the magnitude and phase angle are calculated as following.

Magnitude = \(\frac{b}{a}\)
Phase angle = \(\phi\)

State matrix is needed for performing Frequency Response Analysis. Definition of the State Matrix is as follows.

\(\begin{aligned} & \mathbf{\dot{x}}=\mathbf{Ax}+\mathbf{Bu} \\ & \mathbf{y}=\mathbf{Cx}+\mathbf{Du} \\ \end{aligned}\)

Where, A, B, C, and D are State matrix of a system including MBD and RFlex.

\(\mathbf{x}\) is generalized coordinates defined as \(\mathbf{x}\equiv \left\{ \begin{matrix} {\mathbf{\dot{q}}} \\ \mathbf{q} \\ \end{matrix} \right\}\).

\(\mathbf{u}\) and \(\mathbf{y}\) are Input and Output, respectively.

State Matrix can be rewritten in the frequency domain as follows.

\(\begin{aligned} & s\mathbf{x}(s)=\mathbf{Ax}(s)+\mathbf{Bu}(s) \\ & \mathbf{y}(s)=\mathbf{Cx}(s)+\mathbf{Du}(s) \\ \end{aligned}\)

Transfer function for performing Frequency Response Analysis is defined as following equation.

\(\mathbf{H}(s)=\mathbf{y}(s){{\mathbf{u}}^{-1}}(s)=\mathbf{C}{{(s\mathbf{I}-\mathbf{A})}^{-1}}\mathbf{B}+\mathbf{D}\)

\(s\) can be assumed a \(j\omega\). It means that the input forced frequency is \(\omega\). Therefore, the main result magnitude and phase angle is defined as follows.

\(\begin{aligned} & \mathbf{H}(j\omega )=\mathbf{C}{{(j\omega \mathbf{I}-\mathbf{A})}^{-1}}\mathbf{B}+\mathbf{D}\quad (\because j\equiv \sqrt{-1}) \\ & Magnitude=\left| \mathbf{H}(j\omega ) \right| \\ & Phase\ Angle=\angle \mathbf{H}(j\omega ) \\ \end{aligned}\)

Frequency Response Analysis include Eigenvalue analysis. In order to compute Eigenvalues for the A of State matrix, Eigenvalue analysis is used.

Following equation shows a general eigenvalue problem.

\({{\lambda }_{i}}{{\mathbf{\varphi }}_{i}}=\mathbf{A}{{\mathbf{\varphi }}_{i}}\quad (\mathbf{\varphi }_{i}^{T}{{\mathbf{\varphi }}_{i}}=1)\)

\({{\lambda }_{i}}\) and \({{\mathbf{\varphi }}_{i}}\) are Eigenvalue and Eigenvector in i-th mode, respectively.

System generalized coordinate can be defined with the Modal Coordinatea” as following equation.

\(\mathbf{x}=\mathbf{\Phi a}\quad (\because \mathbf{\Phi }\equiv \left[ \begin{matrix} {{\mathbf{\varphi }}_{1}} & \cdots & {{\mathbf{\varphi }}_{\text{nmode}}} \\ \end{matrix} \right],\ \mathbf{\Phi }_{{}}^{T}\mathbf{\Phi }=\mathbf{I})\)

Modal Coordinate is computed as following equation. The FRA animation data is computed with this Modal Coordinate.

\(\mathbf{a}={{\mathbf{\Phi }}^{T}}\mathbf{x}={{\mathbf{\Phi }}^{T}}{{(s\mathbf{I}-\mathbf{A})}^{-1}}\mathbf{B}{{\mathbf{u}}_{actuator}}\)