Shear and Punching Capacity Predictions for One-Way Slabs under Concentrated Loads Considering the Transition between Failure Mechanisms

Autor(es)

de Sousa, Alex Micael Dantas ; Lantsoght, Eva Olivia Leontien ; El Debs, Mounir Khalil

• Tipo de documento: Artigo Científico
• Fonte: BUILDINGS; v. 13, n. 2, p. 28-pg., 2023-02-01.

Resumo

Reinforced concrete one-way slabs under concentrated loads can develop different shear failure mechanisms: as wide beams in one-way shear, punching shear around the load or a mixed mode between them. Until now, most publications presented recommendations to assess the shear capacity considering only the one-way shear failure mechanism. This study proposed developing recommendations to assess both the one-way shear and punching shear capacity of such slabs. Different codes of practice were addressed, including the current Eurocode and fib Model Code 2010 expressions. The recommendations were validated against 143 test results from the literature. Following these recommendations, one-way shear and punching capacities predictions achieved enhanced and almost the same level of accuracy. (AU)

• Processo FAPESP: 21/13916-0 - Desenvolvimento de estratégias para análise sistêmica da resistência à força cortante e punção em lajes de pontes
• Beneficiário: Alex Micael Dantas de Sousa
• Modalidade de apoio: Bolsas no Brasil - Pós-Doutorado
• Processo FAPESP: 19/20092-3 - Calibração de modelos de cálculo de resistência à força cortante em lajes de pontes com ênfase na prática nacional de projetos
• Beneficiário: Mounir Khalil El Debs
• Modalidade de apoio: Auxílio à Pesquisa - Regular
• Processo FAPESP: 18/21573-2 - Calibração de modelos de cálculo de resistência à força cortante em lajes de pontes com ênfase na prática nacional de projetos
• Beneficiário: Alex Micael Dantas de Sousa
• Modalidade de apoio: Bolsas no Brasil - Doutorado