Mode screening method for large bundled rockets
A screening method and modal technology, applied in the field of modal screening of large-scale bundled rockets, can solve the problems of inaccurate rocket modal screening methods and large local modal screening errors of rockets, and achieve accurate screening, improved accuracy, and improved accuracy. The effect of enriching modal information
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Embodiment 1
[0055]Embodiment 1: A large-scale bundled rocket mode screening method, including the following steps: each mode mode is the overall performance of all station displacements. According to the beam element model of the launch vehicle, the x direction is the longitudinal direction of the rocket, so that all The normalized sum of squares of the modal displacement in the x, y, and z directions of the site (normalized according to the maximum modal displacement, that is, the modal data divided by the modal data with the largest absolute value) is:
[0056]
[0057]Where uxij , Uyij And uzij It is the normalized displacement mode of the j-th station in the x, y, and z directions when the i-th mode is the mode, and N is the total number of core-level or booster stations. Let the sum of squared normalized displacements of all stations x in the horizontal direction be:
[0058]
[0059]Let the normalized sum of squared displacements of all stations y be:
[0060]
[0061]Let the sum of the squared normalized ...
Embodiment 2
[0096]Embodiment 2: A modal screening method for large-scale bundled rockets, including the following steps:
[0097](1) Normalize the rocket modal data components;
[0098](2) Calculate the S of the core and booster respectivelyiu , Six , Siy , Siz , Sir, Sirx , Siry , Sirz , Where Siu It is the sum of squared normalized displacements in the three directions of x, y, and z. SirIs the sum of squared normalized angular displacements around x, y and z, Six , Siy , Siz Respectively represent the sum of squared normalized displacements in one direction of x, y, z, Sirx , Siry , Sirz Respectively represent the sum of squares of normalized angular displacements in one direction around x, y, and z;
[0099](3) Bring in the modal characterization coefficients to obtain η in bending, torsion and longitudinal vibration modesw, ΗnAnd ηz. The largest η is the modal type of the core stage or booster;
[0100](4) Calculate the specific gravity coefficient λ, and judge whether it is a local mode by the value ...
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