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Preparation of Aligned Steel Fiber Reinforced Cementitious Composite and Its Flexural Behavior
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Non-linear finite element analysis of SFRC beam-column joints under cyclic loading: enhancing ductility and

Umar Ahmad Noor1, Muneeb Ahmed Jadoon1, Kennedy Onyelowe2,3

  • 1Department of Civil Engineering, COMSATS University Islamabad, Abbottabad Campus, Abbottabad, Pakistan.

Scientific Reports
|August 5, 2024
PubMed
Summary

Steel fiber reinforced concrete (SFRC) in beam-column joints enhances seismic performance by promoting ductile shear failure and increasing toughness. This study confirms SFRC

Keywords:
Beam-column jointCyclic loadingDuctile shear failureFinite element analysisSteel fiber reinforced concrete

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