Adhesive-Bonded Joint Influence on Deflection of Composite Steel and Concrete Beams with Strengthening by External Steel Reinforcement

  • Authors

    • Yurii Davydenko
    • Oleksandr Horb
    • Yurii Avramenko
    https://doi.org/10.14419/ijet.v7i3.2.14551

    Received date: June 23, 2018

    Accepted date: June 23, 2018

    Published date: June 20, 2018

  • composite steel and concrete beam, adhesive-bonded joint, bearing capacity, deflection, external steel reinforcement.

  • Abstract

    This paper presents experimental and theoretical research for calculating of composite steel and concrete beams deflection strengthened bonded steel plates. The use of epoxy-bonded plates to strengthen existing or damaged reinforced or composite steel beams concrete beams has been extensively researched. It has been proven to be a useful and reliable method of increasing the ultimate flexural capacity of both damaged and undamaged members. The actual deflection behavior in beams is probabilistic in nature and requires statistical methods for a rational analysis.

     

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  • How to Cite

    Davydenko, Y., Horb, O., & Avramenko, Y. (2018). Adhesive-Bonded Joint Influence on Deflection of Composite Steel and Concrete Beams with Strengthening by External Steel Reinforcement. International Journal of Engineering and Technology, 7(3.2), 349-353. https://doi.org/10.14419/ijet.v7i3.2.14551