The fracture failure of three-dimensional concrete structures subjected to concentrated loadings using the Boundary Element Method (2022)
- Authors:
- USP affiliated authors: LEONEL, EDSON DENNER - EESC ; ROCHA, MATHEUS - EESC
- Unidade: EESC
- DOI: 10.1590/S1983-41952022000500004
- Subjects: ESTRUTURAS DE CONCRETO; MECÂNICA DA FRATURA; MÉTODO DOS ELEMENTOS DE CONTORNO; ESTRUTURAS
- Agências de fomento:
- Language: Inglês
- Imprenta:
- Publisher place: São Paulo, SP
- Date published: 2022
- Source:
- Título: Revista IBRACON de Estruturas e Materiais
- ISSN: 1983-4195
- Volume/Número/Paginação/Ano: v. 15, n. 5, article e15504, p. 1-24, 2022
- Este periódico é de acesso aberto
- Este artigo NÃO é de acesso aberto
-
ABNT
ROCHA, Matheus e LEONEL, Edson Denner. The fracture failure of three-dimensional concrete structures subjected to concentrated loadings using the Boundary Element Method. Revista IBRACON de Estruturas e Materiais, v. 15, n. 5, p. 1-24, 2022Tradução . . Disponível em: http://dx.doi.org/10.1590/S1983-41952022000500004. Acesso em: 19 fev. 2026. -
APA
Rocha, M., & Leonel, E. D. (2022). The fracture failure of three-dimensional concrete structures subjected to concentrated loadings using the Boundary Element Method. Revista IBRACON de Estruturas e Materiais, 15( 5), 1-24. doi:10.1590/S1983-41952022000500004 -
NLM
Rocha M, Leonel ED. The fracture failure of three-dimensional concrete structures subjected to concentrated loadings using the Boundary Element Method [Internet]. Revista IBRACON de Estruturas e Materiais. 2022 ; 15( 5): 1-24.[citado 2026 fev. 19 ] Available from: http://dx.doi.org/10.1590/S1983-41952022000500004 -
Vancouver
Rocha M, Leonel ED. The fracture failure of three-dimensional concrete structures subjected to concentrated loadings using the Boundary Element Method [Internet]. Revista IBRACON de Estruturas e Materiais. 2022 ; 15( 5): 1-24.[citado 2026 fev. 19 ] Available from: http://dx.doi.org/10.1590/S1983-41952022000500004 - An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics
- Fatigue growth modelling of three-dimensional cracks with the extended isogeometric boundary element method
- An extended boundary element formulation for punctual boundary conditions modelling
- Three-dimensional cohesive crack growth modelling using the BEM
- A three-dimensional boundary element formulation for boundary conditions on small areas
- The three-dimensional isogeometric boundary element method for concentrated boundary conditions
- An isogeometric Boundary Element formulation for solids containing trimmed surfaces
- Transient boundary element formulation applied for corrosion time initiation assessment in reinforced concrete strcutures subjected to chloride ingress
- Crack propagation analysis in quasi-brittle materials using the boundary element method and sub-region technique
- BEM formulation based on dipoles of stresses applied to crack growth modelling in quasi-brittle materials
Informações sobre o DOI: 10.1590/S1983-41952022000500004 (Fonte: oaDOI API)
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