NLFEA of one-way slabs in transition between shear and punching: recommendations for modeling (2023)
- Authors:
- USP affiliated authors: DEBS, MOUNIR KHALIL EL - EESC ; SOUSA, ALEX MICAEL DANTAS DE - EESC
- Unidade: EESC
- DOI: 10.1016/j.engstruct.2023.116617
- Subjects: MÉTODO DOS ELEMENTOS FINITOS; VIGAS; CISALHAMENTO; ESTRUTURAS
- Agências de fomento:
- Language: Inglês
- Imprenta:
- Publisher place: London, United Kingdom
- Date published: 2023
- Source:
- Título: Engineering Structures
- ISSN: 0141-0296
- Volume/Número/Paginação/Ano: v. 293, article 116617, p. 1-26, 2023
- Status:
- Artigo possui acesso gratuito no site do editor (Bronze Open Access)
- Versão do Documento:
- Versão publicada (Published version)
- Acessar versão aberta:
-
ABNT
SOUSA, Alex Micael Dantas de et al. NLFEA of one-way slabs in transition between shear and punching: recommendations for modeling. Engineering Structures, v. 293, p. 1-26, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2023.116617. Acesso em: 29 mar. 2026. -
APA
Sousa, A. M. D. de, Lantsoght, E. O. L., Genikomsou, A. S., Prado, L. P., & El Debs, M. K. (2023). NLFEA of one-way slabs in transition between shear and punching: recommendations for modeling. Engineering Structures, 293, 1-26. doi:10.1016/j.engstruct.2023.116617 -
NLM
Sousa AMD de, Lantsoght EOL, Genikomsou AS, Prado LP, El Debs MK. NLFEA of one-way slabs in transition between shear and punching: recommendations for modeling [Internet]. Engineering Structures. 2023 ; 293 1-26.[citado 2026 mar. 29 ] Available from: https://doi.org/10.1016/j.engstruct.2023.116617 -
Vancouver
Sousa AMD de, Lantsoght EOL, Genikomsou AS, Prado LP, El Debs MK. NLFEA of one-way slabs in transition between shear and punching: recommendations for modeling [Internet]. Engineering Structures. 2023 ; 293 1-26.[citado 2026 mar. 29 ] Available from: https://doi.org/10.1016/j.engstruct.2023.116617 - Shear strength analysis of slabs without transverse reinforcement under concentrated loads according to ABNT NBR 6118:2014
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- Shear and punching capacity predictions for one-way slabs under concentrated loads considering the transition between failure mechanisms
- Transition between shear and punching in RC slabs: review and predictions with ACI code expressions
- One-way shear strength of wide reinforced concrete members without stirrups
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