Probabilistic simulation of corrosion time initiation using fick's diffusion law and reliability algorithms (2011)
- Authors:
- USP affiliated authors: LEONEL, EDSON DENNER - EESC ; CODA, HUMBERTO BREVES - EESC
- Unidade: EESC
- Subjects: CONCRETO REFORÇADO COM FIBRAS; ALGORITMOS
- Language: Inglês
- Imprenta:
- Publisher place: Ouro Preto
- Date published: 2011
- Source:
- Título: Anais
- Conference titles: Congresso Ibero Latino Americano de Métodos Computacionais em Engenharia - CILAMCE
-
ABNT
NOGUEIRA, Caio Gorla e LEONEL, Edson Denner e CODA, Humberto Breves. Probabilistic simulation of corrosion time initiation using fick's diffusion law and reliability algorithms. 2011, Anais.. Ouro Preto: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2011. . Acesso em: 21 jan. 2026. -
APA
Nogueira, C. G., Leonel, E. D., & Coda, H. B. (2011). Probabilistic simulation of corrosion time initiation using fick's diffusion law and reliability algorithms. In Anais. Ouro Preto: Escola de Engenharia de São Carlos, Universidade de São Paulo. -
NLM
Nogueira CG, Leonel ED, Coda HB. Probabilistic simulation of corrosion time initiation using fick's diffusion law and reliability algorithms. Anais. 2011 ;[citado 2026 jan. 21 ] -
Vancouver
Nogueira CG, Leonel ED, Coda HB. Probabilistic simulation of corrosion time initiation using fick's diffusion law and reliability algorithms. Anais. 2011 ;[citado 2026 jan. 21 ] - Probabilistic failure modelling of reinforced concrete structures subjected to chloride penetration
- Reliability algorithms applied to reinforced concrete structures durability assessment
- Corrosion time initiation modelling considering uncertainties
- A nonlinear approach of reliability-based design optimization with safety factors calibration applied to reinforced concrete beams
- Reliability approaches applied to safety assessment analysis of reinforced concrete structures
- Um software interativo para a determinação de propriedades geométricas de figuras planas utilizando integrais de contorno
- Failure analysis of reinforced concrete structures subjected to chloride penetration and reinforcements corrosion
- Viscous-cohesive fracture parameters quantification by the coupling of 3D dipole-based BEM formulation and Bayesian updating model
- An improved computational framework based on the dual boundary element method for three-dimensional mixed-mode crack propagation analyses
- The cover thickness design of concrete structures subjected to chloride ingress from RBDO solution technique
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