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- W2135283670 abstract "The analysis of part I is extended to deal with the case of free-edged rectangular plates having an initial curvature about an axis parallel to one pair of opposite edges and loaded by distributed bending moments applied to the straight edges and compressive forces applied to the curved edges. In particular, the stability and post-buckling behaviour of such plates subjected to the compressive forces alone is studied. The axially symmetrical buckling of thin-walled circular tubes in axial compression is also considered. Experimental plates are found to buckle at loads rather lower than those predicted." @default.
- W2135283670 created "2016-06-24" @default.
- W2135283670 date "1954-02-23" @default.
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- W2135283670 title "A characteristic type of instability in the large deflexions of elastic plates III. Curved rectangular plates in axial compression" @default.
- W2135283670 cites W2049102199 @default.
- W2135283670 doi "https://doi.org/10.1098/rspa.1954.0051" @default.
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