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U.S. Department of Energy
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Optimal Design of Grid-Stiffened Composite Panels Using Global and Local Buckling Analysis

Technical Report ·
OSTI ID:263999

A design strategy for optimal design of composite grid-stiffened panels subjected to global and local buckling constraints is developed using a discrete optimizer. An improved smeared stiffener theory is used for the global buckling analysis. Local buckling of skin segments is assessed using a Rayleigh-Ritz method that accounts for material anisotropy and transverse shear flexibility. The local buckling of stiffener segments is also assessed. Design variables are the axial and transverse stiffener spacing, stiffener height and thickness, skin laminate, and stiffening configuration. The design optimization process is adapted to identify the lightest-weight stiffening configuration and pattern for grid stiffened composite panels given the overall panel dimensions, design in-plane loads, material properties, and boundary conditions of the grid-stiffened panel.

Research Organization:
National Aeronautics and Space Administration, Hampton, VA (United States). Langley Research Center
OSTI ID:
263999
Report Number(s):
N--96-24094; NASA-TM--111453; NAS--1.15:111453; AIAA-Paper--96-1581; NIPS--96-43733; CNN: NAG1-1588
Country of Publication:
United States
Language:
English

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