The work studies the stability of a prismatic beam fixed at its base and subjected to an eccentric axial load at its summit. The beam is assumed to be made up of a material with negligible tensile strength and to have limited compressive strength and deformability.
Stability of no-tension beam-columns with bounded compressive strength
DE FALCO, ANNA;
2000-01-01
Abstract
The work studies the stability of a prismatic beam fixed at its base and subjected to an eccentric axial load at its summit. The beam is assumed to be made up of a material with negligible tensile strength and to have limited compressive strength and deformability.File in questo prodotto:
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