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Filtering by: Advisor Trejo, David Remove constraint Advisor: Trejo, David Advisor Barbosa, Andre R. Remove constraint Advisor: Barbosa, Andre R.

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  • Performance of High-Strength Steel Reinforcement in Shear Friction Applications

    Creator:
    Matus Casanova, Nicolas A.
    Abstract:
    The use of high strength steel reinforcement has the potential to provide economic and constructability benefits when used in reinforced concrete structures. However, more research is needed to justify and confidently allow its use. Current design provisions limit the nominal yield strength of reinforcing steel bars to 60 ksi (420...
    Resource Type:
    Masters Thesis
    Full Text:
    . Abstract approved: ______________________________________________________ David Trejo Andre R

  • High Strength Reinforcing Bars : Concrete Shear Friction Interface Behavior

    Creator:
    Nielson, Drew R.
    Abstract:
    Use of high-strength steel (HSS) reinforcing bars could provide constructability and economic benefits for the construction of structures, reducing the initial and ultimately the life-cycle cost of bridge and building structural elements. This thesis summarizes work performed in a research project on the use of HSS reinforcing bars for concrete...
    Resource Type:
    Masters Thesis
    Full Text:
    ACKNOWLEDGEMENTS First and foremost, I would like to thank my advisors Dr. Andre Barbosa and Dr. David Trejo. I

  • Seismic performance of reinforced concrete bridge columns constructed with grade 80 reinforcement

    Creator:
    Link, Tim B.
    Abstract:
    The research presented in this thesis assessed the use of high strength steel (HSS) reinforcement for use in reinforced concrete (RC) bridge columns. HSS is not currently allowed in reinforced concrete bridge columns due to a lack of information on the material characteristics and performance information when used in RC...
    Resource Type:
    Masters Thesis
    Full Text:
    approved: David Trejo and Andre R. Barbosa The research presented in this thesis assessed the use of