Valeria Cusmano
A discrete‐element approach accounting for P‐Delta effects
Cusmano, Valeria; Pantò, Bartolomeo; Rapicavoli, Davide; Caliò, Ivo
Authors
Abstract
This paper presents a discrete macro-element accounting for P-Delta effects to describe the rocking response of masonry walls subjected to out-of-plane (OOP) loadings. Both constitutive and geometric nonlinearities are considered within the discrete macro-element method (DMEM), which is a modeling approach characterized by a very low computational cost compared to traditional distinct element method (DEM) and detailed finite element (FEM) strategies. OOP failure mechanisms are the main cause of severe damage for unreinforced masonry (URM) buildings, subjected to seismic actions. These mechanisms are generally activated by low seismic excitation and displacements. However, after their activation, they can evolve towards large displacements related to rigid-block-like kinematics that strongly affects the nonlinear mechanical response. Therefore, geometric nonlinearities, often ignored, should be included in the analyses. A new simplified, still accurate P-Delta formulation is presented, according to which the global equilibrium is imposed by referring to the undeformed system configuration, avoiding assembling the geometric stiffness matrix. Namely, the system load vector is updated at each step of the analysis, accounting for the additional moments generated by the in-plane compression forces acting on the macro-elements in the deformed configuration. The proposed model is validated against closed-form analytical solutions of rigid-block benchmarks in large displacements and the results of experimental tests already available in the literature. In addition, extensive parametric analyses are performed to investigate the role of different mechanical and geometric parameters characterizing the ultimate non-linear response of masonry walls subjected to horizontal forces. The results show how the proposed model, including P-Delta effects, accurately predicts the non-linear rocking response of masonry walls until the attainment of the unstable configuration.
Citation
Cusmano, V., Pantò, B., Rapicavoli, D., & Caliò, I. (2023). A discrete‐element approach accounting for P‐Delta effects. Earthquake Engineering and Structural Dynamics, 52(7), 2047-2066. https://doi.org/10.1002/eqe.3867
Journal Article Type | Article |
---|---|
Acceptance Date | Feb 23, 2023 |
Online Publication Date | Apr 4, 2023 |
Publication Date | 2023-06 |
Deposit Date | Apr 4, 2023 |
Publicly Available Date | May 31, 2023 |
Journal | Earthquake Engineering & Structural Dynamics |
Print ISSN | 0098-8847 |
Electronic ISSN | 1096-9845 |
Publisher | Wiley |
Peer Reviewed | Peer Reviewed |
Volume | 52 |
Issue | 7 |
Pages | 2047-2066 |
DOI | https://doi.org/10.1002/eqe.3867 |
Public URL | https://durham-repository.worktribe.com/output/1175450 |
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Copyright Statement
© 2023 The Authors. Earthquake Engineering & Structural Dynamics published by John Wiley & Sons Ltd.
This is an open access article under the terms of the Creative Commons Attribution License, which permits use, distribution and reproduction in any medium, provided the original work is properly cited.
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