Critical Combinations of Shear and Longitudinal Direct Stress for Long Plates with Transverse Curvature
NATIONAL AERONAUTICS AND SPACE ADMIN LANGLEY RESEARCH CENTER HAMPTON VA
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A theoretical solution is presented for the buckling stresses of long plates with transverse curvature loaded in shear and longitudinal direct stress. The theoretical critical-stress combinations for plates having either simple supported or clamped edges are given in figures and tables and a comparison is made with a previous theoretical solution for simple supported plates.