Theoretical and numerical approach of the bond behavior in pull-out tests using self-compacting concrete and steel bars (2006)
- Authors:
- USP affiliated authors: DEBS, ANA LUCIA HOMCE DE CRESCE EL - EESC ; DEBS, MOUNIR KHALIL EL - EESC
- Unidade: EESC
- Subjects: MÉTODO DOS ELEMENTOS FINITOS; ESTRUTURAS MISTAS; INTERFACE
- Language: Inglês
- Imprenta:
- Source:
- Título: Proceedings
- Conference titles: Iberian Latin American Congress on Computational Methods in Engineering
-
ABNT
ALMEIDA FILHO, Fernando Menezes de e EL DEBS, Ana Lúcia Homce de Cresce e EL DEBS, Mounir Khalil. Theoretical and numerical approach of the bond behavior in pull-out tests using self-compacting concrete and steel bars. 2006, Anais.. Belém: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2006. . Acesso em: 17 fev. 2026. -
APA
Almeida Filho, F. M. de, El Debs, A. L. H. de C., & El Debs, M. K. (2006). Theoretical and numerical approach of the bond behavior in pull-out tests using self-compacting concrete and steel bars. In Proceedings. Belém: Escola de Engenharia de São Carlos, Universidade de São Paulo. -
NLM
Almeida Filho FM de, El Debs ALH de C, El Debs MK. Theoretical and numerical approach of the bond behavior in pull-out tests using self-compacting concrete and steel bars. Proceedings. 2006 ;[citado 2026 fev. 17 ] -
Vancouver
Almeida Filho FM de, El Debs ALH de C, El Debs MK. Theoretical and numerical approach of the bond behavior in pull-out tests using self-compacting concrete and steel bars. Proceedings. 2006 ;[citado 2026 fev. 17 ] - Slenderness influence on the behavior of circular concrete-filled steel tubular columns under axial loads
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