File fleigxr.rdm An alter to allow a symmetric formulation for Complex Eigenvalues, fleigx.v707 1. Background The original delivery of fluid-structure analysis used an unsymmetric formulation. An option was developed later to allow a symmetric formulation for frequency response analysis, and is the default option for Version 70.5. It provides a more economical, reliable solution. This option was not enabled for complex eigenvalue analysis. The alter described here allows use of the symmetric formulation for complex eigensolutions in SOLs 107 and 110. 2. Theory. In the unsymmetric formulation, without damping, the problem solved is of the form [p**2*M + K]*phi = 0, where M and K both contain the area factor matrix in opposite off-diagonal partitions. (See the MSC/NASTRAN Reference Manual for details). The solution methods tend to find one frequency per mode, with small damping coefficients that are numerical noise. For the symmetric formulation, the area factor matrices are placed in the damping (B) matrix, in opposite corners, in a manner that provides symmetric matrices in the equation [p**2*M + p*B + K]*phi=0 The program tends to find the roots as complex pairs, where the frequency component matches that of the unsymmetric formulation, and the damping component is numerical noise. When these roots are squared their value (as printed out in the (real) and (imag) columns of the eigenvalue output) is complex conjugates, as theory would predict. Both the unsymmetric and symmetric solutions are valid. They differ only because they use a different theory, but the answers from one are derivable from the answers from the other formulation. The mathematics that allows the symmetric formulation replaces the fluid DOFs in the displacement vector phi with velocity variables. This causes the eigenvectors computed by the two methods to appear to be different, but if the velocity components are returned to the dimensions of displacement by dividing them by 1/p, the eigenvectors are also equivalent. This problem does not occur in frequency response because excitation of a fluid at zero frequency has no physical meaning. The fluid displacements are returned in displacement units by dividing the computed response by i*omega, where omega is the excitation frequency. Since fluid structure eigensolutions often have zero frequency solutions, dividing the velocities by a number approaching zero leads to numerical difficulties. It is proposed to deliver this capability in Version 71 using velocity terms in the output of the fluid variables, and describe this in the user documentation. Client input on this topic is requested. 3. Input Use the alter provided above. 4. Output The eigenvalues will come out as complex conjugate pairs. The units of measure on structural DOFs are in displacement units, while the fluid DOFs are in velocity units. 5. Limitations No new limitations are imposed by the alter.