This is Table 8 from the 2002 stagsunit paper. This table lists the starting design and optimum designs of perfect and imperfect ring and stringer-stiffened composite cylindrical shells obtained via PANDA2.
The shell is optimized in the presence of two load cases:
Case 1: axial compression, Nx=-700 lb/in, in-plane shear, Nxy=+40 lb/in.
Case 2: axial compression, Nx=-100 lb/in, in-plane shear, Nxy=+150 lb/in
(from the AIAA 43rd Structures, Structural Dynamics and Materials Conference, AIAA Paper 2002-1408, 2002)
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