This paper studies the influence of bending deflections on the structural behaviour of masonry columns. Some explicit solutions are presented, and the combined effects of the constitutive and geometric nonlinearities are investigated through an iterative numerical procedure. The results show that considering second-order effects affects both the collapse load and the dynamical properties of masonry beams significantly.
The influence of deflections on the static and dynamic behaviour of masonry columns
Girardi M;Padovani C;Pellegrini D
2022
Abstract
This paper studies the influence of bending deflections on the structural behaviour of masonry columns. Some explicit solutions are presented, and the combined effects of the constitutive and geometric nonlinearities are investigated through an iterative numerical procedure. The results show that considering second-order effects affects both the collapse load and the dynamical properties of masonry beams significantly.File in questo prodotto:
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Descrizione: The influence of deflections on the static and dynamic behaviour of masonry columns
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Descrizione: This is the Author Accepted Manuscript (postprint) of the following paper: Girardi M., Padovani C., Pellegrini D. “The influence of deflections on the static and dynamic behaviour of masonry columns”, published in “European Journal of Mechanics - A/Solids” Vol. 94, art. num. 104570, 2022. DOI: 10.1016/j.euromechsol.2022.104570.
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