Explicit Determination of Pinned–Pinned Beams with a Finite Number of Given Buckling Loads
2018 ◽
Vol 18
(02)
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pp. 1850018
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Keyword(s):
We present an analytical procedure for the exact, explicit construction of Euler–Bernoulli beams with given values of the first [Formula: see text] buckling loads. The result is valid for pinned–pinned (P–P) end conditions and for beams with regular bending stiffness. The analysis is based on a reduction of the buckling problem to an eigenvalue problem for a vibrating string, and uses recent results on the exact construction of Sturm–Liouville operators with prescribed natural frequencies.
1980 ◽
Vol 85
(1-2)
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pp. 1-14
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1965 ◽
Vol 7
(4)
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pp. 399-407
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1999 ◽
Vol 10
(5)
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pp. 447-475
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2018 ◽
Vol 26
(5)
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pp. 577-588
Keyword(s):
2010 ◽
Vol 6
(4)
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pp. 288-298
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Keyword(s):