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Coupled effect of fiber type and reinforcement ratio on flexural behavior of reinforced beams cast with super workable concrete

  • Missouri University of Science and Technology
  • Southeast University, Nanjing

Research output: Contribution to journalArticlepeer-review

Original languageEnglish
Article number137039
JournalConstruction and Building Materials
Volume438
DOIs
StatePublished - Aug 9 2024

ASJC Scopus Subject Areas

  • Civil and Structural Engineering
  • Building and Construction
  • General Materials Science

Keywords

  • Flexural behavior
  • Hooked-end steel fibers
  • Macro synthetic fibers
  • Reduction of reinforcing steel ratio
  • Reinforcement ratios
  • Super workable concrete

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