Exact Critical Loads for a Pinned Half-Sine Arch Under End Couples
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In this note we show that for a pinned half-sine arch under end couples snap-through buckling will occur unsymmetrically if the initial height of the shallow arch is greater than 6.5466r, where r is the radius of gyration of the cross section. The closed-form expression for the critical couple can be obtained analytically.
2021 ◽
Vol 48
(3)
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pp. 91-96
2011 ◽
Vol 38
(7)
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pp. 494-499
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1998 ◽
Vol 50
(6)
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pp. 1119-1137
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