Buckling of elastically restrained cantilever wall with free edge stiffening
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The issue of the stability loss in a compressed wall of a thin-walled member with an open cross section was reduced to the buckling analysis of the cantilever wall. The wall was unilaterally elastically restrained against rotation. The stiffening of the free edge of the wall was susceptible to deflection. The plate deflection functions and stiffenings that allow the modelling of boundary conditions on both longitudinal edges were proposed. Graphs of buckling coefficients for different indexes of the elastic restraint of the supported edge and different geometries of the edge stiffening were determined.
2016 ◽
Vol 62
(2)
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pp. 229-264
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2015 ◽
Vol 769
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pp. 36-42
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ON THE MECHANICAL BEHAVIOUR OF THIN-WALLED BEAMS OF OPEN CROSS-SECTION: AN ELASTIC NON-LINEAR THEORY
2001 ◽
Vol 02
(03)
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pp. 479-511
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2008 ◽
Vol 64
(1)
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pp. 12-29
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