This work concerns the static behaviour of rectangular cross-section beam-columns made of a no-tension material with limited compressive strength and deformability and subjected to eccentric vertical loads acting at their extremities. The explicitly obtained results allow for thorough description of the stability characteristics of such a pile. A final example shows the practical potentials of the method.

No tension beam-columns with bounded compressive strength and deformability undergoing eccentric vertical loads / A. DE FALCO; M. LUCCHESI. - In: INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES. - ISSN 0020-7403. - STAMPA. - 49:(2007), pp. 54-74.

No tension beam-columns with bounded compressive strength and deformability undergoing eccentric vertical loads

LUCCHESI, MASSIMILIANO
2007

Abstract

This work concerns the static behaviour of rectangular cross-section beam-columns made of a no-tension material with limited compressive strength and deformability and subjected to eccentric vertical loads acting at their extremities. The explicitly obtained results allow for thorough description of the stability characteristics of such a pile. A final example shows the practical potentials of the method.
2007
49
54
74
A. DE FALCO; M. LUCCHESI
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Utilizza questo identificatore per citare o creare un link a questa risorsa: https://hdl.handle.net/2158/212170
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