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September 5, 2025Bridge Structures

Experimental investigation of the cyclic behavior of full-scale beam-column connections using high-strength self-consolidating concrete with and without fiber

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Authors

MSMahdi SharifiUniversity of QomMSMohamad Reza ShokrzadehInternational Institute of Earthquake Engineering and SeismologyRARasool AhmadiIran Meteorological Organization

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Implication

Experimental investigation shows SCFRC outperforms SCC in energy dissipation and ductility during seismic testing.

Key Points

  • SCFRC demonstrated a 35% higher energy dissipation compared to SCC under cyclic loading.
  • The maximum drift capacity for SCFRC was 6%, compared to 4% for SCC, indicating better performance.
  • SCFRC delayed failure and maintained higher residual strength, highlighting its better seismic resilience.
  • SCC exhibited rapid strength degradation and brittle behavior, emphasizing the advantages of SCFRC.

Cite This Study

Sharifi et al. (2025) studied this question.

synapsesocial.com/papers/68bb46bd6d6d5674bccfebb5https://doi.org/10.1177/15732487251343431
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