Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding (2023)
- Authors:
- USP affiliated authors: DEBS, MOUNIR KHALIL EL - EESC ; SOUSA, ALEX MICAEL DANTAS DE - EESC
- Unidade: EESC
- DOI: 10.1016/j.engstruct.2023.116396
- Subjects: CISALHAMENTO; LAJES; CONCRETO ARMADO; ESTRUTURAS
- Agências de fomento:
- Language: Inglês
- Imprenta:
- Publisher: Elsevier
- Publisher place: London, United Kingdom
- Date published: 2023
- Source:
- Título: Engineering Structures
- ISSN: 0141-0296
- Volume/Número/Paginação/Ano: v. 291, article 116396, p. 1-23, 2023
- Este periódico é de assinatura
- Este artigo é de acesso aberto
- URL de acesso aberto
- Cor do Acesso Aberto: green
- Licença: other-oa
-
ABNT
SOUSA, Alex Micael Dantas de e LANTSOGHT, Eva Olivia Leontien e EL DEBS, Mounir Khalil. Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding. Engineering Structures, v. 291, p. 1-23, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.engstruct.2023.116396. Acesso em: 27 dez. 2025. -
APA
Sousa, A. M. D. de, Lantsoght, E. O. L., & El Debs, M. K. (2023). Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding. Engineering Structures, 291, 1-23. doi:10.1016/j.engstruct.2023.116396 -
NLM
Sousa AMD de, Lantsoght EOL, El Debs MK. Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding [Internet]. Engineering Structures. 2023 ; 291 1-23.[citado 2025 dez. 27 ] Available from: https://doi.org/10.1016/j.engstruct.2023.116396 -
Vancouver
Sousa AMD de, Lantsoght EOL, El Debs MK. Failure mechanism of one-way slabs under concentrated loads after local reinforcement yielding [Internet]. Engineering Structures. 2023 ; 291 1-23.[citado 2025 dez. 27 ] Available from: https://doi.org/10.1016/j.engstruct.2023.116396 - Modelos de resistência ao cisalhamento de lajes de concreto estrutural sem armadura transversal
- Recommendations to assess the shear and punching capacity of one-way slabs under concentrated loads according to the ABNT NBR 6118:2014
- Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions
- Shear strength analysis of slabs without transverse reinforcement under concentrated loads according to ABNT NBR 6118:2014
- Extended CSDT model for shear capacity assessments of bridge deck slabs
- Reliability-based design of reinforced concrete pipes to satisfy the TEBT
- One-way shear strength of wide reinforced concrete members without stirrups
- 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
- Structural system influence on the shear capacity of wide members without shear reinforcement
Informações sobre o DOI: 10.1016/j.engstruct.2023.116396 (Fonte: oaDOI API)
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