Flat bending shape stability of the beams with variable section width
Keyword(s):
The paper proposes a methodology for calculating lateral buckling of beams of variable rectangular cross section based on the energy approach. The technique is considered on the example of a cantilever beam of variable width with two sections under the action of a concentrated force. The twist angle function was set in the form of a trigonometric series. As a result, the problem is reduced to a generalized secular equation.
2019 ◽
Vol 974
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pp. 551-555
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2019 ◽
Vol 46
(1)
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pp. 169-176
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1951 ◽
Vol 17
(61)
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pp. 72-74
1971 ◽
Vol 13
(1)
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pp. 51-59
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2018 ◽
Vol 196
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pp. 01003
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1969 ◽
Vol 11
(1)
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pp. 1-13
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1950 ◽
Vol 242
(846)
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pp. 197-242
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