A methodology. for including transonic flutter requirements in the pre
liminary automated structural design environment is developed and test
ed, The problem of minimizing structural weight while satisfying behav
ioral constraints is stated in nonlinear mathematical programming form
and is solved using a gradient-based optimizing technique, The struct
ure is modeled by using finite elements, and the associated design var
iables consist of the structural properties thicknesses of skins, spar
s, and ribs; cross-sectional areas of posts and spar and rib raps; and
concentrated masses, The method requires that the transonic unsteady
aerodynamic forces be represented in the frequency or Laplace domain,
In this work, the indicial response method is used fu transform time-d
omain aerodynamic forces found by solving the transonic small disturba
nce (TSD) equations into the Laplace domain, The indicial responses ar
e calculated about static aeroelastic equilibriums round using file TS
D equations for the steady aerodynamics. Once in the Laplace domain, t
he unsteady aerodynamic forces are used to determine system dynamic st
ability by the p-method and in semianalytic equations Tor tile flutter
constraint sensitivities, With constraint values and the required gra
dients, a Taylor series approximation is used to develop ant approxima
te nonlinear mathematical programming problem for weight minimization.
This approximate optimization problem is iteratively solved by the me
thod of modified feasible directions until convergence of tile exact p
roblem is obtained, Examples of the redesign methodology are given for
the simultaneous consideration of constraints on transonic flutter st
resses, and displacements. Results found using nonlinear aerodynamics
show that designs can differ considerably from those obtained using li
near unsteady aerodynamics when in the transonic flight regime.