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Spatial Stability Characteristics of Mono-symmetric Thin-Walled Beams with Deviators Pre-stressed by One Rectilinear Cable
https://orcid.org/http://orcid.org/0000-0003-2552-3441
https://orcid.org/http://orcid.org/0000-0002-3652-2893
Stabilizing effects of deviators on flexural and lateral-torsional buckling behaviors of pre-stressed simply-supported/cantilever beams due to initial tension are re-examined using an analytical approach. A flexural and lateral-torsional buckling formulation of mono-symmetric steel beams with discrete deviators at irregular intervals pre-stressed by a rectilinear cable is presented based on total potential energy. Also, some interesting properties on spatial buckling loads and their mode shapes of the pre-stressed beams such as determination of effective buckling length and laterally un-supported length, buckling loads of pre-stressed simply-supported/cantilever beams and difference of two buckling mode shapes by a rigid body rotation, are addressed in a general form and rigorously proved through mathematical process.
Spatial Stability Characteristics of Mono-symmetric Thin-Walled Beams with Deviators Pre-stressed by One Rectilinear Cable
https://orcid.org/http://orcid.org/0000-0003-2552-3441
https://orcid.org/http://orcid.org/0000-0002-3652-2893
Stabilizing effects of deviators on flexural and lateral-torsional buckling behaviors of pre-stressed simply-supported/cantilever beams due to initial tension are re-examined using an analytical approach. A flexural and lateral-torsional buckling formulation of mono-symmetric steel beams with discrete deviators at irregular intervals pre-stressed by a rectilinear cable is presented based on total potential energy. Also, some interesting properties on spatial buckling loads and their mode shapes of the pre-stressed beams such as determination of effective buckling length and laterally un-supported length, buckling loads of pre-stressed simply-supported/cantilever beams and difference of two buckling mode shapes by a rigid body rotation, are addressed in a general form and rigorously proved through mathematical process.
Spatial Stability Characteristics of Mono-symmetric Thin-Walled Beams with Deviators Pre-stressed by One Rectilinear Cable
https://orcid.org/http://orcid.org/0000-0003-2552-3441
https://orcid.org/http://orcid.org/0000-0002-3652-2893
Stabilizing effects of deviators on flexural and lateral-torsional buckling behaviors of pre-stressed simply-supported/cantilever beams due to initial tension are re-examined using an analytical approach. A flexural and lateral-torsional buckling formulation of mono-symmetric steel beams with discrete deviators at irregular intervals pre-stressed by a rectilinear cable is presented based on total potential energy. Also, some interesting properties on spatial buckling loads and their mode shapes of the pre-stressed beams such as determination of effective buckling length and laterally un-supported length, buckling loads of pre-stressed simply-supported/cantilever beams and difference of two buckling mode shapes by a rigid body rotation, are addressed in a general form and rigorously proved through mathematical process.
Spatial Stability Characteristics of Mono-symmetric Thin-Walled Beams with Deviators Pre-stressed by One Rectilinear Cable
Int J Steel Struct
Zhang, Fengping (Autor:in) / Kim, Moon-Young (Autor:in)
International Journal of Steel Structures ; 25 ; 144-161
01.02.2025
18 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Theoretical and numerical stability analyses of unrestrained, mono-symmetric thin-walled beams
| Online Contents | 2003
Effects of Deviators and Tendon Configuration on Behavior of Externally Prestressed Beams
| Online Contents | 1997