CALIBRAÇÃO DOS PARÂMETROS DE PLASTICIDADE DANIFICADA DO CONCRETO PARA LAJES LISAS NO ABAQUS

Vinícius D´Almeida Rodrigues Ramos; Elyson Andrew Pozo  Liberati; Leandro Mouta  Trautwein

doi:10.4025/revtecnol.v33i1.72804

Vinícius D´Almeida Rodrigues Ramos Universidade Estadual de Maringá https://orcid.org/0009-0008-5560-0237
Elyson Andrew Pozo Liberati Universidade Estadual de Maringá https://orcid.org/0000-0002-7905-1593
Leandro Mouta Trautwein Universidade Estadual de Campinas https://orcid.org/0000-0002-4631-9290

DOI: https://doi.org/10.4025/revtecnol.v33i1.72804

Abstract

In this work, nonlinear finite element analyses were conducted to investigate the punching shear capacity of flat slabs. The analyses were conducted by calibrating the plasticity parameters of the Concrete Damaged Plasticity (CDP) model, present in ABAQUS, and then compared to the experimental results of slab-column joints with circular openings adjacent to the internal column. The calibration indicated the dependence of the models on some parameters, and also that the proposed models can appropriately predict the punching shear capacity of the slabs.

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References

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