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 do periódico: Proceedings
- Conference titles: International fib Congress and Exhibition
-
ABNT
GARZÓN REYES, Fredy Enrique; ALMEIDA FILHO, Fernando Menezes de; EL DEBS, Mounir Khalil; EL DEBS, Ana Lucia Homce de Cresce. Experimental study of bond between steel bars and self-compacting concrete with steel fiber. Anais.. Washington: [s.n.], 2010. -
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. -
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 ; -
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 ; - Determinação da rigidez secante de pilares pré-moldados de concreto armado e protendido
- Estruturas mistas aço-concreto: origem, desenvolvimento e perspectivas
- Reliability evaluation of reinforced concrete pipes with ogee joint in ultimate limit state
- Analysis of the behavior of transverse walls of socket base connections
- Determination of modulus of elasticity of concrete from the acoustic response
- Reinforcement calculation for socket bases of precast concrete columns
- Design model for socket base connections adjusted from experimental results
- Análise experimental da base de pilares pré-moldados em cálice de fundação
- Study of cement-base bearing pad subjected to compression load
- Influence of 'F IND.CK' on the behavior of CFT short columns under axial loads
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