Girardi M, Padovani C, Pellegrini D
Masonry-like materials Sender masonry structures Geometric nonlinearity
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.
Source: EUROPEAN JOURNAL OF MECHANICS. A, SOLIDS, vol. 94 (issue 104570)
@article{oai:it.cnr:prodotti:457246, title = {The influence of deflections on the static and dynamic behaviour of masonry columns}, author = {Girardi M and Padovani C and Pellegrini D}, doi = {10.1016/j.euromechsol.2022.104570}, year = {2022} }
Bibliographic record
Bibliographic record
Deposited version
Deposited version
10.1016/j.euromechsol.2022.104570