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Experimental Tests on Parameters Influencing on Shear

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On Shear Behavior of Structural Elements Made of Steel Fiber Reinforced Concrete

Part of the book series: Springer Theses ((Springer Theses))

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Abstract

This chapter develops and explains the criteria for obtaining self-compacting fiber reinforced concrete (SCFRC) and the analysis of its production quality continuity in a precast industry and its ulterior application to produce prestressed concrete beams to minimize traditional transverse rebars.

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Authors and Affiliations

  1. Department of Construction Engineering and Civil Engineering Projects, Concrete Science and Technology Institute (ICITECH), Universitat Politècnica de València, Valencia, Spain

    Estefanía Cuenca

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  1. Estefanía Cuenca
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Correspondence to Estefanía Cuenca .

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Cuenca, E. (2015). Experimental Tests on Parameters Influencing on Shear. In: On Shear Behavior of Structural Elements Made of Steel Fiber Reinforced Concrete. Springer Theses. Springer, Cham. https://doi.org/10.1007/978-3-319-13686-8_4

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