NLFEA of reinforced concrete corbels: proposed framework, sensibility study, and precision level (2023)
- Authors:
- USP affiliated authors: DEBS, MOUNIR KHALIL EL - EESC ; REGINATO, LUAN - EESC ; SOUSA, ALEX MICAEL DANTAS DE - EESC ; SANTOS, JOÃO VITOR CALDAS - EESC
- Unidade: EESC
- DOI: 10.3390/buildings13071874
- Subjects: CONCRETO ARMADO; MÉTODO DOS ELEMENTOS FINITOS; ANÁLISE NÃO LINEAR DE ESTRUTURAS; ESTRUTURAS
- Agências de fomento:
- Language: Inglês
- Imprenta:
- Publisher: MDPI
- Publisher place: Basel, Switzerland
- Date published: 2023
- Source:
- Status:
- Artigo publicado em periódico de acesso aberto (Gold Open Access)
- Versão do Documento:
- Versão publicada (Published version)
- Acessar versão aberta:
-
ABNT
REGINATO, Luan et al. NLFEA of reinforced concrete corbels: proposed framework, sensibility study, and precision level. Buildings, v. 13, n. 7, p. 1-33, 2023Tradução . . Disponível em: https://doi.org/10.3390/buildings13071874. Acesso em: 02 abr. 2026. -
APA
Reginato, L., Sousa, A. M. D. de, Santos, J. V. C., & El Debs, M. K. (2023). NLFEA of reinforced concrete corbels: proposed framework, sensibility study, and precision level. Buildings, 13( 7), 1-33. doi:10.3390/buildings13071874 -
NLM
Reginato L, Sousa AMD de, Santos JVC, El Debs MK. NLFEA of reinforced concrete corbels: proposed framework, sensibility study, and precision level [Internet]. Buildings. 2023 ; 13( 7): 1-33.[citado 2026 abr. 02 ] Available from: https://doi.org/10.3390/buildings13071874 -
Vancouver
Reginato L, Sousa AMD de, Santos JVC, El Debs MK. NLFEA of reinforced concrete corbels: proposed framework, sensibility study, and precision level [Internet]. Buildings. 2023 ; 13( 7): 1-33.[citado 2026 abr. 02 ] Available from: https://doi.org/10.3390/buildings13071874 - Shear strength analysis of slabs without transverse reinforcement under concentrated loads according to ABNT NBR 6118:2014
- Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding
- NLFEA of one-way slabs in transition between shear and punching: recommendations for modeling
- Advances in the research on the shear capacity of oneway bridge slabs under concentrated loads
- Modelos de resistência ao cisalhamento de lajes de concreto estrutural sem armadura transversal
- Reliability-based design of reinforced concrete pipes to satisfy the TEBT
- Recommendations to assess the shear and punching capacity of one-way slabs under concentrated loads according to the ABNT NBR 6118:2014
- One-way slabs in transition between one-way shear and punching: experiments and recent insights for evaluation
- 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
Informações sobre a disponibilidade de versões do artigo em acesso aberto coletadas automaticamente via oaDOI API (Unpaywall).
Por se tratar de integração com serviço externo, podem existir diferentes versões do trabalho (como preprints ou postprints), que podem diferir da versão publicada.
Download do texto completo
| Tipo | Nome | Link | |
|---|---|---|---|
 |
buildings-13-01874-v2.pdf | Direct link |
How to cite
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
