Theoretical analysis shows that for certain curvatures curved rectangular plate can be appreciably strengthened to resist axial compression without buckling by use of central longitudinal stiffener; strengthening effect decreases as curvature parameter increases.
Critical axial-compressive stress of curved rectangular panel with Central longitudinal stiffener
Nat Advisory Committee Aeronautics -- Tech Note
1949
18 pages
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English
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Engineering Index Backfile | 1948
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Engineering Index Backfile | 1949
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