Development of a high strength fiber reinforced self-compacting concrete (HSFRSCC) at early ages for precast connections (2008)
- Authors:
- USP affiliated authors: DEBS, ANA LUCIA HOMCE DE CRESCE EL - EESC ; DEBS, MOUNIR KHALIL EL - EESC
- Unidade: EESC
- Subjects: CONCRETO DE ALTA RESISTÊNCIA; CONCRETO REFORÇADO COM FIBRAS
- Language: Inglês
- Imprenta:
- Source:
- Título: Proceedings
- Conference titles: International Symposium on Utilization of High-Strength and High-Performance Concrete
-
ABNT
EL DEBS, Ana Lúcia Homce de Cresce e ALMEIDA FILHO, Fernando Menezes de e EL DEBS, Mounir Khalil. Development of a high strength fiber reinforced self-compacting concrete (HSFRSCC) at early ages for precast connections. 2008, Anais.. Tokyo: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2008. . Acesso em: 11 fev. 2026. -
APA
El Debs, A. L. H. de C., Almeida Filho, F. M. de, & El Debs, M. K. (2008). Development of a high strength fiber reinforced self-compacting concrete (HSFRSCC) at early ages for precast connections. In Proceedings. Tokyo: Escola de Engenharia de São Carlos, Universidade de São Paulo. -
NLM
El Debs ALH de C, Almeida Filho FM de, El Debs MK. Development of a high strength fiber reinforced self-compacting concrete (HSFRSCC) at early ages for precast connections. Proceedings. 2008 ;[citado 2026 fev. 11 ] -
Vancouver
El Debs ALH de C, Almeida Filho FM de, El Debs MK. Development of a high strength fiber reinforced self-compacting concrete (HSFRSCC) at early ages for precast connections. Proceedings. 2008 ;[citado 2026 fev. 11 ] - 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
- 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
- Redução do impacto ambiental do concreto pré-moldado através de otimização por algoritmo genético
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