This work concerns the stability of rectangular cross-sectional piles made of a no-tension material and subjected to an axial load acting at the extremities within the middle third of the cross section. The resulting differential equations are solved, and an explicit relation between the load and a suitable deformability parameter obtained.
Explicit solutions for the stability of no-tension beam columns / A. DE FALCO; M. LUCCHESI. - In: INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY & DYNAMICS. - ISSN 0219-4554. - STAMPA. - 3:(2003), pp. 195-213.
Explicit solutions for the stability of no-tension beam columns
LUCCHESI, MASSIMILIANO
2003
Abstract
This work concerns the stability of rectangular cross-sectional piles made of a no-tension material and subjected to an axial load acting at the extremities within the middle third of the cross section. The resulting differential equations are solved, and an explicit relation between the load and a suitable deformability parameter obtained.
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