An alternative BEM formulation, based on dipoles of stresses and tangent operator technique, applied to cohesive crack growth modelling (2014)
- Autores:
- Autor USP: LEONEL, EDSON DENNER - EESC
- Unidade: EESC
- DOI: 10.1016/j.enganabound.2014.01.002
- Assuntos: MECÂNICA DA FRATURA; MÉTODO DOS ELEMENTOS DE CONTORNO
- Idioma: Inglês
- Imprenta:
- Local: Kidlington
- Data de publicação: 2014
- Fonte:
- Título do periódico: Engineering Analysis with Boundary Elements
- ISSN: 0955-7997
- Volume/Número/Paginação/Ano: v. 41, p. 74-82, Apr. 2014
- Este periódico é de assinatura
- Este artigo NÃO é de acesso aberto
- Cor do Acesso Aberto: closed
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ABNT
OLIVEIRA, Hugo Luiz e LEONEL, Edson Denner. An alternative BEM formulation, based on dipoles of stresses and tangent operator technique, applied to cohesive crack growth modelling. Engineering Analysis with Boundary Elements, v. 41, p. 74-82, 2014Tradução . . Disponível em: https://doi.org/10.1016/j.enganabound.2014.01.002. Acesso em: 29 mar. 2024. -
APA
Oliveira, H. L., & Leonel, E. D. (2014). An alternative BEM formulation, based on dipoles of stresses and tangent operator technique, applied to cohesive crack growth modelling. Engineering Analysis with Boundary Elements, 41, 74-82. doi:10.1016/j.enganabound.2014.01.002 -
NLM
Oliveira HL, Leonel ED. An alternative BEM formulation, based on dipoles of stresses and tangent operator technique, applied to cohesive crack growth modelling [Internet]. Engineering Analysis with Boundary Elements. 2014 ; 41 74-82.[citado 2024 mar. 29 ] Available from: https://doi.org/10.1016/j.enganabound.2014.01.002 -
Vancouver
Oliveira HL, Leonel ED. An alternative BEM formulation, based on dipoles of stresses and tangent operator technique, applied to cohesive crack growth modelling [Internet]. Engineering Analysis with Boundary Elements. 2014 ; 41 74-82.[citado 2024 mar. 29 ] Available from: https://doi.org/10.1016/j.enganabound.2014.01.002 - Avaliação estatística de erro de modelos de resistência à punção de lajes lisas de concreto armado
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Informações sobre o DOI: 10.1016/j.enganabound.2014.01.002 (Fonte: oaDOI API)
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