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Analytical Model for the Design of HSFC and UHSFC Jackets with Various Steel Fiber Volume Fraction Ratios for the Retrofitting of RC Beam-Column Joints

Author

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  • Alexander-Dimitrios Tsonos

    (Department of Civil Engineering, Aristotle University of Thessaloniki, 54-124 Thessaloniki, Greece)

  • George Kalogeropoulos

    (Department of Civil Engineering, Aristotle University of Thessaloniki, 54-124 Thessaloniki, Greece)

Abstract

High-strength steel fiber-reinforced concrete (HSFC) and ultra-high strength steel fiber-reinforced concrete (UHSFC) jackets have been proved experimentally to be much more effective with respect to other strengthening schemes in improving the hysteresis performance of existing substandard reinforced concrete (RC) structural members. In this paper, an existing analytical model for the prediction of the shear capacity of RC beam-column joints strengthened with a HSFC or UHSFC jacket is extended to provide design formulation of these innovative HSFC and UHSFC jackets. An authoritative validation of the proposed formulation is also achieved by comparisons of experimental results of 50 beam-column joint specimens with the analytical predictions of the model. Test data used for verification have been collected from the literature based on experimental studies of the authors and other researchers. The merits of the HSFC and UHSFC jacketing technique are also highlighted in the state of practice. Design and application of the proposed fiber-reinforced concrete jackets in deficient existing RC beam-column joints provides a sustainable strengthening technique by contributing to the reduction in the cost and to labor-intensive procedures of common jackets by completely replacing the installation of reinforcement.

Suggested Citation

  • Alexander-Dimitrios Tsonos & George Kalogeropoulos, 2021. "Analytical Model for the Design of HSFC and UHSFC Jackets with Various Steel Fiber Volume Fraction Ratios for the Retrofitting of RC Beam-Column Joints," Sustainability, MDPI, vol. 13(20), pages 1-19, October.
    • Handle: RePEc:gam:jsusta:v:13:y:2021:i:20:p:11209-:d:653640
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    References listed on IDEAS

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    1. Emmanouil Golias & Adamantis G. Zapris & Violetta K. Kytinou & George I. Kalogeropoulos & Constantin E. Chalioris & Chris G. Karayannis, 2021. "Effectiveness of the Novel Rehabilitation Method of Seismically Damaged RC Joints Using C-FRP Ropes and Comparison with Widely Applied Method Using C-FRP Sheets—Experimental Investigation," Sustainability, MDPI, vol. 13(11), pages 1-19, June.
    2. Tsang, Eric W. K., 2014. "Old and New," Management and Organization Review, Cambridge University Press, vol. 10(03), pages 390-390, November.
    3. Radim Cajka & Zuzana Marcalikova & Vlastimil Bilek & Oldrich Sucharda, 2020. "Numerical Modeling and Analysis of Concrete Slabs in Interaction with Subsoil," Sustainability, MDPI, vol. 12(23), pages 1-22, November.
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    Cited by:

    1. Mohammad Amin Molod & Franz-Joseph Barthold & Panagiotis Spyridis, 2023. "Minimally Invasive Retrofitting of RC Joints with Externally Applied SMA Plate—Adaptive Design Optimisation through Probabilistic Damage Simulation," Sustainability, MDPI, vol. 15(4), pages 1-25, February.

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