Abstract
Summary Two methods are presented for the analysis of complex lowaspect-ratio aircraft structures. Both methods provide for arbitrary external loading, are general with respect to the orien tation of structural members, and permit arbitrary boundary conditions. For purposes of analysis a structure is idealized as a network of flexural members with interconnected torsion boxes. In the first method, sets of linear equations are obtained by expressing boundary conditions, member deflection equations, equilibrium requirements, and slope-compatibility relationships in terms of deflections and internal forces. The solution for deflections and internal forces is then formed as the product of an inverse structural matrix and a column matrix of load functions. In the second method, the conditions at a given boundary are assembled as a column matrix and are transferred in a step-bystep fashion over the entire structure to an opposite boundary. The transfer is accomplished by successive multiplications of square matrices composed independently for the different trans fer ranges. The final operation is the inversion of a relatively small matrix and provides the solution for the unknown boundary conditions.
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