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.
No tension beam-columns with bounded compressive strength and deformability undergoing eccentric vertical loads
Lucchesi M
2007
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.File in questo prodotto:
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Descrizione: No tension beam-columns with bounded compressive strength and deformability undergoing eccentric vertical loads
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