Comparison of the response of reinforced concrete structures modeled in mesoscale for different damage models (2021)
- Authors:
- USP affiliated authors: PACCOLA, RODRIGO RIBEIRO - EESC ; CODA, HUMBERTO BREVES - EESC ; VIEIRA, WELINGTON HILÁRIO - EESC
- Unidade: EESC
- Subjects: ESTRUTURAS DE CONCRETO ARMADO; DANO; ESTRUTURAS
- Agências de fomento:
- Language: Inglês
- Imprenta:
- Publisher: ABMEC
- Publisher place: Belo Horizonte, MG
- Date published: 2021
- Source:
- Título: Proceedings
- Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE
-
ABNT
VIEIRA, Welington Hilário e PACCOLA, Rodrigo Ribeiro e CODA, Humberto Breves. Comparison of the response of reinforced concrete structures modeled in mesoscale for different damage models. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/3a94a226-e646-4057-99fb-3cd4bc13a17e/arti85.pdf. Acesso em: 10 out. 2024. -
APA
Vieira, W. H., Paccola, R. R., & Coda, H. B. (2021). Comparison of the response of reinforced concrete structures modeled in mesoscale for different damage models. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/3a94a226-e646-4057-99fb-3cd4bc13a17e/arti85.pdf -
NLM
Vieira WH, Paccola RR, Coda HB. Comparison of the response of reinforced concrete structures modeled in mesoscale for different damage models [Internet]. Proceedings. 2021 ;[citado 2024 out. 10 ] Available from: https://repositorio.usp.br/directbitstream/3a94a226-e646-4057-99fb-3cd4bc13a17e/arti85.pdf -
Vancouver
Vieira WH, Paccola RR, Coda HB. Comparison of the response of reinforced concrete structures modeled in mesoscale for different damage models [Internet]. Proceedings. 2021 ;[citado 2024 out. 10 ] Available from: https://repositorio.usp.br/directbitstream/3a94a226-e646-4057-99fb-3cd4bc13a17e/arti85.pdf - Crack analysis of mesoscale concrete by FEM using an alternative mesh overlay to represent mortar and coarse aggregate
- Mesoscale analysis of crack propagation in reinforced concrete via positional FEM using interface elements
- A positional FEM formulation for geometrical non-linear analysis of shells
- Unconstrained finite element for geometrical nonlinear dynamics of shells
- Estratégia de desenvolvimento de modelos viscoelásticos com aplicação à análise de placas laminadas pelo método dos elementos finitos (MEF)
- Geometrical and physical nonlinear dynamic analysis of reinforced plates and shells
- A simple method for non-linear analysis of steel fiber reinforced concrete
- Fully adherent fiber-matrix FEM formulation for geometrically nonlinear 2D solid analysis
- Numerical determination of mechanical properties of fiber reinforced tension plates
- Consideração do deslizamento na análise de sólidos elásticos bidimensionais reforçados por fibras através do método dos elementos finitos posicional
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