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A platform for research: civil engineering, architecture and urbanism
Problem is treated by means of variational approach of wide range for hardening materials; plastic buckling of beams with supported ends or of cantilevers loaded by concentrated force is particularly studied; results are compared with experimental data which show good agrement with proposed theory.
Problem is treated by means of variational approach of wide range for hardening materials; plastic buckling of beams with supported ends or of cantilevers loaded by concentrated force is particularly studied; results are compared with experimental data which show good agrement with proposed theory.
Lateral buckling of deep beams in elasto-plastic range
Sullo svergolamento laterale delle travi in regime elastoplastico
1966
30 pages
Article (Journal)
Italian
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