Beam-Column Connections for Precast Concrete Frames Using High Performance Fiber Reinforced Cement Composites

  • L. F. Maya
  • L. Albajar
Part of the RILEM State of the Art Reports book series (RILEM, volume 2)


Precast construction system interest has been growing given the emphasis on improving work zone safety, reducing construction time and environmental impact, while maintaining the quality. The connections are the more important singularity of precast construction systems, being the general behavior of the precast structures related to their design, construction and performance. A rigid beam-column connection typology for precast construction is proposed. This typology takes advantage of the outstanding properties of the High Performance Fiber Reinforced Cement Composites (HPFRCC) and in particular its better bond conditions. The principal mechanism of connection is the splice of longitudinal beam reinforcement, which takes place at the end of the beam elements, outside the joint region. The configuration proposed avoids the interference between longitudinal and transverse reinforcement, reduces the in situ work and makes possible to define an efficient and safe construction process.


Transverse Reinforcement Splice Region Fiber Reinforce Concrete Ultra High Performance Fiber Reinforce Concrete Joint Core 
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  1. 1.
    Parra-Montesinos, G., Peterfreund, S., Chao, S.: Highly damage-tolerant beam-column joints through use of high-performance fiber reinforced cement composites. ACI Structural Journal 102(3), 487–495 (2005)Google Scholar
  2. 2.
    Brooke, N., Ingham, J.: Advanced fiber reinforced precast concrete beam-column joints. In: Proceedings of the New Zealand Concrete Industry Conference, Christchurch, New Zealand (2006)Google Scholar
  3. 3.
    Maya, L.F., Albajar, L., Moran, F., Portabella, J.: Ultra High Performance Fiber Reinforced Concrete (UHPFRC) for connections between precast elements. Informes de la Construcción 62(510), 27–41 (2010) (in Spanish)CrossRefGoogle Scholar
  4. 4.
    American Concrete Institute, Building code requirements for structural concrete and commentary. ACI 318-08. ACI Committee 318, Farmington Hills, MI, USA (2008)Google Scholar
  5. 5.
    Comisión Permanente del Hormigón, Instrucción de Hormigón Estructural EHE 2008 (2008)Google Scholar
  6. 6.
    Castro, J., Yamaguchi, T., Imai, H.: Seismic performance of precast concrete beam-column joints. Journal of Structural Construction Engineering AIJ 455, 113–126 (1994)Google Scholar
  7. 7.
    Alcocer, S., Carranza, R., Perez-Navarrete, D., Martinez, R.: Seismic test of beam-to-column connections in a precast concrete frame. PCI Journal 47(3), 70–89 (2002)Google Scholar
  8. 8.
    Khaloo, A., Parastesh, H.: Cyclic loading response of simple moment-resisting precast concrete beam-column connection. ACI Structural Journal 100(4), 440–445 (2003)Google Scholar
  9. 9.
    Paulay, T., Park, R., Priestley, M.: Reinforced concrete beam column joints under seismic action. ACI Structural Journal 75(11), 585–593 (1978)Google Scholar

Copyright information

© Springer-Verlag Berlin Heidelberg 2012

Authors and Affiliations

  • L. F. Maya
    • 1
  • L. Albajar
    • 1
  1. 1.Department of Continuum Mechanics and StructuresUniversidad Politécnica de MadridSpain

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