A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Buckling and Bracing of Cantilevers
The elastic flexural-torsional buckling of cantilever I-beams is investigated. The cantilevers have rigid translational and/or rotational restraints at discrete points. The effect of the beam parameter K, the load height, the location of restraint positions along the beam, and the level at which the restraint acts have been studied using the finite integral method. Results are presented graphically as ratios of the increased critical load of the partially braced beam and the corresponding critical load of the unbraced beam.
Buckling and Bracing of Cantilevers
The elastic flexural-torsional buckling of cantilever I-beams is investigated. The cantilevers have rigid translational and/or rotational restraints at discrete points. The effect of the beam parameter K, the load height, the location of restraint positions along the beam, and the level at which the restraint acts have been studied using the finite integral method. Results are presented graphically as ratios of the increased critical load of the partially braced beam and the corresponding critical load of the unbraced beam.
Buckling and Bracing of Cantilevers
S. Kitipornchai (author) / P. F. Dux (author) / N. J. Richter (author)
1983
36 pages
Report
No indication
English
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