Experimental study of bond between steel bars and self-compacting concrete with steel fiber (2010)
- Authors:
- USP affiliated authors: DEBS, MOUNIR KHALIL EL - EESC ; DEBS, ANA LUCIA HOMCE DE CRESCE EL - EESC
- Unidade: EESC
- Subjects: CONCRETO ARMADO COM FIBRAS; CONCRETO AUTOADENSÁVEL
- Language: Inglês
- Imprenta:
- Publisher place: Washington
- Date published: 2010
- Source:
- Título: Proceedings
- Conference titles: International fib Congress and Exhibition
-
ABNT
GARZÓN REYES, Fredy Enrique et al. Experimental study of bond between steel bars and self-compacting concrete with steel fiber. 2010, Anais.. Washington: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2010. . Acesso em: 10 mar. 2026. -
APA
Garzón Reyes, F. E., Almeida Filho, F. M. de, El Debs, M. K., & El Debs, A. L. H. de C. (2010). Experimental study of bond between steel bars and self-compacting concrete with steel fiber. In Proceedings. Washington: Escola de Engenharia de São Carlos, Universidade de São Paulo. -
NLM
Garzón Reyes FE, Almeida Filho FM de, El Debs MK, El Debs ALH de C. Experimental study of bond between steel bars and self-compacting concrete with steel fiber. Proceedings. 2010 ;[citado 2026 mar. 10 ] -
Vancouver
Garzón Reyes FE, Almeida Filho FM de, El Debs MK, El Debs ALH de C. Experimental study of bond between steel bars and self-compacting concrete with steel fiber. Proceedings. 2010 ;[citado 2026 mar. 10 ] - Slenderness influence on the behavior of circular concrete-filled steel tubular columns under axial loads
- High performance concrete corbels cast in different stages of the column for precast concrete connections
- Precast concrete beam and concrete-filled steel tube column connection by steel corbel
- Development of a high strength fiber reinforced self-compacting concrete (HSFRSCC) at early ages for precast connections
- Application of high strength fiber reinforced self-compacting concrete as a filling material in an innovative precast connection
- Bond strength behavior of self-compacting concrete under cyclic loading in pull-out tests
- Behavior of socket base connections emphasizing pedestal walls
- Análise da base de pilares pré-moldados na ligação com cálice de fundação com interfaces lisas
- Innovative structural system consisting of CFT columns and precast concrete beams
- Numerical analysis of composite slim floor systems
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